Cities Index.
Agenda packet

Victorville City Council
May 17, 2022

Document
Agenda packet
Meeting
May 17, 2022
Body
Victorville City Council
Pages
14
Original file
249.1 MB
Text extracted from the city's file for reading and search. Open the original on victorvilleca.primegov.com. That file is the official record.

Study Methodology
Intersection Level of Service calculations will be based on the Highway Capacity Manual (HCM), 6th Edition. Analysis parameters will be based on SANBAG CMP guidelines, and on the City of Victorville guidelines.

Project Trip Generation
The trips expected to be generated by the project were calculated using trip generation rates published in the Institute of Transportation Engineers (ITE) Trip Generation Manual, 10th Edition (2017). Trip rates are based on the following land use (LU) categories:
 LU 820 – Shopping Center
 LU 932 – High-Turnover (Sit Down) Restaurant
 LU 934 – Fast-Food Restaurant w/ Drive-Through
 LU 945 – Gasoline/Service Station with Convenience Market The project trip generation takes into consideration pass-by trip reductions. It is recognized that not all inbound and outbound trips to the proposed project will be “new” trips on the roadway system in the vicinity of the proposed project. Some trips to the project site will consist of “pass- by” trips -- motorists who are already traveling on the surrounding roadways from one place to another. Common pass-by trips would be individuals who stop at the project site on the way to work or school. Pass-by rates were provided by City of Victorville staff.

The project is estimated to generate a net 3,557daily trips, 233 morning peak hour trips, and 275 evening peak hour trips, after deduction of pass-by trips. A summary of the project trip generation is shown on Attachment 2.

Study Intersections
The following study intersections are proposed:

1. Mojave Drive and El Evado Road

2. Mojave Drive and Amargosa Road

3. Mojave Drive and Village Drive

4. Amargosa Road and Roy Rogers Drive/Hook Boulevard

Additionally, each project driveway will be analyzed.

Existing Traffic Counts

New peak hour traffic counts at the study intersections will be collected. If, as determined by City staff, a growth rate is required due to the effects of the COVID-19 pandemic on traffic patterns, then the traffic counts will be factored based on a value determined acceptable by City staff

297

Page 3 ends

Project Trip Distribution
Project trip distribution assumptions are shown on Attachment 3.

VMT Screening
With the passage of Senate Bill (SB) 743 by the California Legislature in September 2013, VMT has become an important indicator for determining if a new development will result in a “significant transportation impact” as required by the California Environmental Quality Act ( C E Q A ) . U n d e r S B 7 4 3 , t h e s t a t e O f f i c e o f P l a n n i n g a n d R e s e a r c h ( O P R ) w a s c h a r g e d w i t h developing new guidelines for evaluating transportation impacts under CEQA in order to replace methods measuring automobile delay and Level of Service. In response to this mandate, the Office of Planning and Research proposed, and the California Natural Resources Agency adopted CEQA Guidelines Section 15064.3, which indicates that VMT exceeding an applicable threshold of significance is the most appropriate measure for evaluating a project’s transportation impacts.

Section 15064.3 goes on to clarify that except for projects regarding roadway capacity, “…a project’s effect on automobile delay does not constitute a significant environmental impact.” The O P R f u r t h e r e l a b o r a t e s o n V M T m e t r i c s w i t h i n t h eTechnical Advisory on Evaluating Transportation Impacts in CEQA document, published in December 2018.

The Technical Advisory establishes that, for commercial uses, impact should be established based on the net increase in VMT. However, the document further establishes that local-serving commercial uses, such as a gas station or convenience market in this case, can be determined to result in an overall VMT reduction.

Local-serving commercial uses, particularly in urban areas, primarily serve pre-existing needs and do not generate new trips because there are existing demands. As a result, local-serving commercial uses less than 50,000 square feet can be presumed to reduce trip lengths when a new site is proposed and would therefore have a less-than-significant impact. For instance, a customer may travel to the new development because of a closer proximity compared to other gas stations in the area and is therefore not a new trip. These customers will access the proposed site because it is closer to their origin, or because the site is more convenient than similar sites in the vicinity.

This results in an existing trip on the roadway network becoming shorter, rather than a new trip being added to the roadway network. In accordance with the Technical Advisory, it is appropriate that the proposed project be presumed to result in a less-than-significant VMT impact and support the goals of SB 743. No further VMT assessment is anticipated.

APPROVED:

By:
_____ .

Anwar Wagdy
City of Victorville

298
DRIVE
THRU
EV

CHARGING
ONLY
EV

CHARGING
ONLY
EV

CHARGING
ONLY
BUILDING NO. SIZE USE RATIO REQUIRED PROVIDED TOTAL PARKING PROVIDED: 182 PARKING SPACES
SITE IS OVER-PARKED BY: 4 PARKING SPACES

SITE PLAN & PARKING SUMMARY
HANDICAPPED PARKING SPACES REQUIRED: 182 SPACES- 6 REQUIRED PER CODE. PROVIDED 12 SPACES
CJC Design, Inc.

Mojave
Valley Center
ATTACHMENT 1
299
DRIVE
THRU
EV

CHARGING
ONLY
EV

CHARGING
ONLY
EV

CHARGING
ONLY
CJC Design, Inc.

Mojave
Valley Center
ATTACHMENT 1
300
CJC Design, Inc.

Mojave
Valley Center
ATTACHMENT 1
301
Trip Generation Rates 1
ITE AM Peak Hour PM Peak Hour
Land
Use Code Unit Daily In Out Total In Out Total
Shopping Center 820 KSF 37.750 0.583 0.357 0.94 1.829 1.981 3.81 High-Turnover (Sit-Down) Restaurant 932 KSF 112.180 5.467 4.473 9.94 6.057 3.713 9.77 Fast-Food Restaurant w/ Drive-thru 934 KSF 470.950 20.497 19.693 40.19 16.988 15.682 32.67 Gasoline Station w/ Convenience Market 945 Fueling Position 205.360 6.360 6.110 12.47 7.135 6.855 13.99 Trip Generation Es timates
AM Peak Hour PM Peak Hour
Land
Use Quantity Unit Daily In Out Total In Out Total
Shopping Center 18.950 KSF 715 11 7 18 35 38 73
-72 -3 -2 -5 -4 -4 -8
High-Turnover (Sit-Down) Restaurant 3.150 KSF 353 17 14 31 19 12 31 - - - - -5 -3 -8
Fast-Food Restaurant w/ Drive-thru 3.000 KSF 1,413 61 59 120 51 47 98 -495 -21 -21 -42 -18 -16 -34
Gasoline Station w/ Convenience Market 16 Fueling Position 3,286 102 98 200 114 110 224 -1,643 -46 -44 -90 -51 -50 -101
3,557 121 112 233 141 134 275
ATTACHMENT 2
SUMMARY OF PROJECT TRIP GENE RATION
Total Project Trips
1 Source: Institute of Transportation Engineers (ITE) Trip Generation Manual , 10th Edition 2 Source: City of Victorville Staff
Pass-by (25% PM)2
Pass-by (10% Daily, 25% AM, 10% PM) 2
Pass-by (35% Daily, 35% AM, 35% PM) 2
Pass-by (50%, 45% AM, 45% PM) 2
302
ATTACHMENT 3
MOJAVE DR/AMARGOSA RD RETAIL – TRIP DISTRIBUTION AND SUGGESTED STUDY AREA 5%
10%
10%
10%
15%
10%
25%
10% 5%
303
1 Willey, Dallas
From: Chan, Tim
Sent: Friday, July 16, 2021 11:11 AM
To: Willey, Dallas
Subject: FW: PSUB20-00082 Mojave/Amargosa Retail Traffic Study From: Anwar Wagdy <[email protected]>
Sent: Tuesday, June 8, 2021 7:58 AM
To: Chan, Tim <[email protected]>
Cc: Negrillo, Lani <[email protected]>
Subject: RE: PSUB20-00082 Mojave/Amargosa Retail Traffic Study Hi Tim,
I approve your revised TIA scope.

As far as COVID factor for traffic counts, I recommend using a nominal value of 5%.

Thanks,
Anwar
From: Chan, Tim <[email protected]>
Sent: Monday, June 7, 2021 1:53 PM
To: Anwar Wagdy <[email protected]>
Cc: Negrillo, Lani <[email protected]>
Subject: RE: PSUB20-00082 Mojave/Amargosa Retail Traffic Study [EXTERNAL EMAIL]: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe.

Thanks Anwar. Please see the attached updated traffic scope for your review and approval. We will schedule peak hour traffic counts at these study intersections. Is there a percentage factor that the city is using on existing counts to account for COVID?
Thanks.

Tim Chan, P.E.

Kimley-Horn | 1100 W Town and Country Road, Suite 700, Orange, CA 92868 Direct: 714 705 1362 | Main: 714 939 1030
From: Anwar Wagdy <[email protected]>
Sent: Tuesday, June 1, 2021 1:07 PM
To: Chan, Tim <[email protected]>
Cc: Negrillo, Lani <[email protected]>
Subject: RE: PSUB20-00082 Mojave/Amargosa Retail Traffic Study Hi Tim,
Some people who received this message don't often get email [email protected]. Learn why this is important 304
2 Thanks for submitting the draft TIA scope.

Please consider the following additions:

Study Scenarios:
· Add Future Year 2032.
· Specify AM & PM analysis.

Study Intersections:
· Please address the traffic operation of each driveways. · Address the expected peak hour queueing for left-turns at Mojave/Amargosa.

Trip Generation Estimates: Your estimates for the pass-by rates are excessive for our area. Please revise as follows:
· Shopping Center: 10/25/10%
· Sit-down restaurant: 25%
· Fast-food restaurant: 35/35/35
· Gas station: 50/45/45%
When the TIA is complete, please mail us a hard copy for my review.

Thanks,
305

APPENDIX B

TRAFFIC DATA COLLECTION SHEETS
306
870 136 338 396 TOTAL 913
479 81 226 172 PM 667
391 55 112 224 AM 246
704
1,749
2,453
2,405
1,688
717
97 286
383
541
1,274
1,815
TOTAL
PM
AM
66 189
255
167
105
62 AM
PM
TOTAL
1,951
1,037
914
388
278
110
1,210
1,371
2,581
2,506
1,420
1,086
276 AM 120 88 60 268
651 PM 334 276 119 729
927 TOTAL 454 364 179 997
445 75 184 186 TOTAL 504
245 44 124 77 PM 350
200 31 60 109 AM 154
379
868
1,247
1,198
825
373
62 155
217
275
617
892
TOTAL
PM
AM AM 7:45 AM
8:45 AM
42 96
138
88 56
32 #N/A
AM
PM
TOTAL
1,014
558
456 PM 4:00 PM
5:45 PM
209
151
58 605
718
1,323
1,311
765
546
154 AM 67 60 34 161
350 PM 165 139 61 365
504 Total 232 199 95 526
El Evado
El Evado
El Evado
Mojave
Mojave

PEAK HOUR
AimTD LLC

TURNING MOVEMENT COUNTS
El Evado
Mojave
MojaveSC2949

ALL HOURS
Victorville
307
1,283 131 979 173 TOTAL 1,329
748 81 577 90 PM 950
535 50 402 83 AM 379
718
1,595
2,313
2,557
1,828
729
49 137
186
539
1,240
1,779
TOTAL
PM
AM
130
218
348
116
75 41
AM
PM
TOTAL
1,844
912
932
715
413
302
1,150
1,292
2,442
2,675
1,400
1,275
833 AM 140 289 134 563
1,208 PM 507 738 290 1,535
2,041 TOTAL 647 1,027 424 2,098
665 69 507 89 TOTAL 681
386 40 298 48 PM 489
279 29 209 41 AM 192
376
805
1,181
1,283
904
379
25 72
97 274
613
887
TOTAL
PM
AM AM 8:00 AM
8:45 AM
77 120
197
59 37
22 #N/A
AM
PM
TOTAL
937
478
459 PM 4:15 PM
5:45 PM
364
203
161
589
665
1,254
1,360
718
642
447 AM 76 145 89 310
621 PM 251 380 139 770
1,068 Total 327 525 228 1,080
AimTD LLC

TURNING MOVEMENT COUNTS
Amargosa
Mojave
MojaveSC2949

ALL HOURS
Victorville
Amargosa
Amargosa
Amargosa
Mojave
Mojave

PEAK HOUR
308
1,946 191 55 1,700 TOTAL 1,636
1,145 134 28 983 PM 1,041
801 57 27 717 AM 595
1,232
2,638
3,870
2,520
1,773
747
512
911
1,423
673
1,599
2,272
TOTAL
PM
AM
47 128
175
159
100
59 AM
PM
TOTAL
2,278
1,154
1,124
25 18
7 1,989
2,278
4,267
2,462
1,272
1,190
81 AM 17 24 148 189
174 PM 40 30 141 211
255 TOTAL 57 54 289 400
1,036 106 30 900 TOTAL 824
617 75 14 528 PM 507
419 31 16 372 AM 317
640
1,324
1,964
1,295
912
383
271
443
714
343
814
1,157
TOTAL
PM
AM AM 7:45 AM
8:45 AM
26 67
93 86
50 36
#N/A
AM
PM
TOTAL
1,193
606
587 PM 4:00 PM
5:45 PM
16 11
5 1,040
1,211
2,251
1,295
667
628
47 AM 9 10 81 100
92 PM 23 14 77 114
139 Total 32 24 158 214
Village
Village
Village
Mojave
Mojave

PEAK HOUR
AimTD LLC

TURNING MOVEMENT COUNTS
Village
Mojave
MojaveSC2949

ALL HOURS
Victorville
309
1,902 186 946 770 TOTAL 1,756
1,151 140 582 429 PM 1,262
751 46 364 341 AM 494
755
1,949
2,704
1,901
1,402
499
210
441
651
421
1,163
1,584
TOTAL
PM
AM
124
345
469
281
217
64 AM
PM
TOTAL
1,477
816
661
117
73 44
1,128
1,510
2,638
1,875
1,106
769
532 AM 32 220 126 378
1,000 PM 99 604 265 968
1,532 TOTAL 131 824 391 1,346
970 102 473 395 TOTAL 928
562 74 274 214 PM 657
408 28 199 181 AM 271
423
996
1,419
1,015
717
298
108
231
339
249
591
840
TOTAL
PM
AM AM 8:00 AM
8:45 AM
66 174
240
134
98 36
#N/A
AM
PM
TOTAL
747
425
322 PM 4:45 PM
5:45 PM
52 31
21 579
766
1,345
933
554
379
286 AM 21 127 76 224
479 PM 52 328 127 507
765 Total 73 455 203 731
Amargosa
Amargosa
Amargosa
Roy Rogers-Hook
Roy Rogers-HookPEAK HOUR
AimTD LLC

TURNING MOVEMENT COUNTS
Amargosa
Roy Rogers-Hook
Roy Rogers-Hook
SC2949

ALL HOURS
Victorville
310

APPENDIX C

CUMULATIVE PROJECT INFORMATION
311
Intersections
Number Name
1 Mojave Drive & El Evado Road
2 Mojave Drive & Amargosa Road
3 Mojave Drive & Village Drive
4 Amargosa Road & Roy Rogers Drive/Hook Blvd
Zones - Cumulative Projects
CP # Number Name AM In AM Out PM In PM Out
1 1 14402 Mojave Road - Auto Parts Store 11 4 7 11
2 2 15235 Hook Blvd - Coffee Shop w/ Drive-Through 136 131 65 65 3 3 Village Dr & Mojave Dr - Commercial Retail 15 9 46 50 4 4 14825 Seneca Road - Multi-Family Apartment Complex 82 111 83 53 5 5 Heatherdale Rd & Tawney Ridge Ln - Single-Family Home 0 1 1 0 312

APPENDIX D

INTERSECTION ANALYSIS WORKSHEETS
313
HCM 6th Signalized Intersection Summary
1: Mojave Dr/Mojave Drive & El Evado Road 07/14/2021
Victorville Retail Development TIA EX AM 4:19 pm 06/08/2021 EX AM Synchro 11 Report Kimley-Horn Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 34 479 61 44 289 65 70 63 36 114 63 33 Future Volume (veh/h) 34 479 61 44 289 65 70 63 36 114 63 33 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1673 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 35 494 63 45 298 67 72 65 37 118 65 34 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 65 731 404 79 761 417 111 125 184 148 206 101 Arrive On Green 0.04 0.22 0.27 0.05 0.23 0.28 0.07 0.07 0.12 0.09 0.09 0.15 Sat Flow, veh/h 1594 3367 1502 1594 3367 1502 1594 1772 1502 1594 2193 1070 Grp Volume(v), veh/h 35 494 63 45 298 67 72 65 37 118 49 50 Grp Sat Flow(s),veh/h/ln 1594 1683 1502 1594 1683 1502 1594 1772 1502 1594 1683 1579 Q Serve(g_s), s 0.8 5.2 1.2 1.1 2.9 1.3 1.7 1.4 0.9 2.8 1.0 1.1 Cycle Q Clear(g_c), s 0.8 5.2 1.2 1.1 2.9 1.3 1.7 1.4 0.9 2.8 1.0 1.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.68
Lane Grp Cap(c), veh/h 65 731 404 79 761 417 111 125 184 148 158 149 V/C Ratio(X) 0.54 0.68 0.16 0.57 0.39 0.16 0.65 0.52 0.20 0.80 0.31 0.34 Avail Cap(c_a), veh/h 268 2877 1361 351 3051 1439 475 1881 1672 640 1961 1840 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 18.2 13.9 10.8 17.9 12.7 10.5 17.5 17.3 15.2 17.2 16.3 15.7 Incr Delay (d2), s/veh 6.9 1.1 0.2 6.3 0.3 0.2 6.2 3.3 0.5 9.3 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 0.4 1.4 0.3 0.4 0.8 0.3 0.7 0.5 0.2 1.1 0.3 0.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 25.1 15.0 11.0 24.3 13.0 10.7 23.7 20.6 15.8 26.5 17.4 17.1 LnGrp LOS C B B C B B C C B C B B
Approach Vol, veh/h 592 410 174 217
Approach Delay, s/veh 15.1 13.9 20.9 22.3
Approach LOS B B C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 8.1 9.2 6.4 14.9 7.2 10.1 6.1 15.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 15.5 43.0 8.5 35.0 11.5 47.0 6.5 37.0 Max Q Clear Time (g_c+I1), s 4.8 3.4 3.1 7.2 3.7 3.1 2.8 4.9 Green Ext Time (p_c), s 0.2 0.4 0.0 3.2 0.1 0.5 0.0 1.9 Intersection Summary
HCM 6th Ctrl Delay 16.6
HCM 6th LOS B
314
HCM 6th Signalized Intersection Summary
2: Amargosa Road & Mojave Drive 07/14/2021
Victorville Retail Development TIA EX AM 4:19 pm 06/08/2021 EX AM Synchro 11 Report Kimley-Horn Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 23 482 169 81 288 26 80 152 93 43 219 30 Future Volume (veh/h) 23 482 169 81 288 26 80 152 93 43 219 30 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1673 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 24 502 176 84 300 27 83 158 97 45 228 31 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 46 751 406 43 1429 126 118 440 268 77 315 42 Arrive On Green 0.03 0.22 0.27 0.03 0.32 0.32 0.07 0.13 0.18 0.05 0.11 0.15 Sat Flow, veh/h 1594 3367 1502 1594 4525 400 1594 3367 1502 1594 2983 401 Grp Volume(v), veh/h 24 502 176 84 212 115 83 158 97 45 127 132 Grp Sat Flow(s),veh/h/ln 1594 1683 1502 1594 1612 1700 1594 1683 1502 1594 1683 1700 Q Serve(g_s), s 0.6 5.7 4.1 1.1 2.0 2.1 2.1 1.8 2.4 1.2 3.1 3.1 Cycle Q Clear(g_c), s 0.6 5.7 4.1 1.1 2.0 2.1 2.1 1.8 2.4 1.2 3.1 3.1 Prop In Lane 1.00 1.00 1.00 0.24 1.00 1.00 1.00 0.24
Lane Grp Cap(c), veh/h 46 751 406 43 1018 537 118 440 268 77 178 179 V/C Ratio(X) 0.52 0.67 0.43 1.97 0.21 0.21 0.71 0.36 0.36 0.58 0.72 0.73 Avail Cap(c_a), veh/h 246 2723 1286 474 3375 1779 474 3284 1536 322 1482 1496 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 20.1 14.9 12.7 20.5 10.5 10.6 19.0 16.7 15.2 19.6 18.2 18.0 Incr Delay (d2), s/veh 8.7 1.0 0.7 453.9 0.1 0.2 7.5 0.5 0.8 6.7 5.3 5.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 1.7 1.0 5.7 0.5 0.5 0.9 0.6 0.7 0.5 1.2 1.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 28.8 16.0 13.4 474.4 10.6 10.7 26.5 17.2 16.0 26.3 23.5 23.7 LnGrp LOS C B B F B B C B B C C C
Approach Vol, veh/h 702 411 338 304
Approach Delay, s/veh 15.8 105.5 19.1 24.0
Approach LOS B F B C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 6.5 12.0 7.6 15.9 7.6 10.9 5.7 17.8 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 8.5 43.0 14.5 36.0 12.5 39.0 6.5 44.0 Max Q Clear Time (g_c+I1), s 3.2 4.4 3.1 7.7 4.1 5.1 2.6 4.1 Green Ext Time (p_c), s 0.0 1.2 0.1 3.6 0.1 1.3 0.0 1.9 Intersection Summary
HCM 6th Ctrl Delay 38.8
HCM 6th LOS D
315
HCM 6th Signalized Intersection Summary
3: Village Drive & Mojave Drive 07/14/2021
Victorville Retail Development TIA EX AM 4:19 pm 06/08/2021 EX AM Synchro 11 Report Kimley-Horn Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 38 616 5 27 360 285 9 11 85 391 17 33 Future Volume (veh/h) 38 616 5 27 360 285 9 11 85 391 17 33 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1673 1772 1772 1772 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 41 662 5 29 387 306 10 12 91 433 0 35 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 69 1011 8 53 512 401 34 41 124 626 0 295
Arrive On Green 0.04 0.30 0.33 0.03 0.29 0.32 0.08 0.04 0.08 0.20 0.00 0.20 Sat Flow, veh/h 1594 3425 26 1594 1797 1405 788 945 1502 3188 0 1502 Grp Volume(v), veh/h 41 325 342 29 362 331 22 0 91 433 0 35 Grp Sat Flow(s),veh/h/ln 1594 1683 1767 1594 1683 1519 1733 0 1502 1594 0 1502 Q Serve(g_s), s 1.3 8.6 8.6 0.9 10.0 10.0 0.6 0.0 3.0 6.4 0.0 1.0 Cycle Q Clear(g_c), s 1.3 8.6 8.6 0.9 10.0 10.0 0.6 0.0 3.0 6.4 0.0 1.0 Prop In Lane 1.00 0.01 1.00 0.93 0.45 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 69 497 522 53 480 433 76 0 124 626 0 295 V/C Ratio(X) 0.60 0.65 0.65 0.55 0.75 0.76 0.29 0.00 0.73 0.69 0.00 0.12 Avail Cap(c_a), veh/h 235 1371 1439 203 1337 1207 595 0 574 2032 0 957 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 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 23.9 15.7 15.7 24.3 16.6 15.7 23.2 0.0 22.8 19.0 0.0 16.9 Incr Delay (d2), s/veh 8.0 1.5 1.4 8.7 2.4 2.8 2.1 0.0 8.0 1.4 0.0 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 0.6 2.9 3.0 0.4 3.5 3.0 0.3 0.0 1.3 2.1 0.0 0.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 31.9 17.2 17.1 33.0 19.0 18.6 25.3 0.0 30.8 20.4 0.0 17.0 LnGrp LOS C B B C B B C A C C A B
Approach Vol, veh/h 708 722 113 468
Approach Delay, s/veh 18.0 19.4 29.7 20.2
Approach LOS B B C C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 6.2 21.6 14.5 6.7 21.0 8.7
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 6.5 43.5 32.5 7.5 42.5 19.5 Max Q Clear Time (g_c+I1), s 2.9 10.6 8.4 3.3 12.0 5.0
Green Ext Time (p_c), s 0.0 4.1 1.6 0.0 4.5 0.3
Intersection Summary
HCM 6th Ctrl Delay 19.6
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement. 316
HCM 6th Signalized Intersection Summary
4: Amargosa Road & Hook Boulevard/Roy Rogers Drive 07/14/2021 Victorville Retail Development TIA EX AM 4:19 pm 06/08/2021 EX AM Synchro 11 Report Kimley-Horn Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 38 338 22 69 261 113 22 133 80 190 209 29 Future Volume (veh/h) 38 338 22 69 261 113 22 133 80 190 209 29 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1673 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 41 367 24 75 284 123 24 145 87 207 227 32 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 74 1024 67 378 503 488 86 274 204 352 512 71 Arrive On Green 0.05 0.32 0.37 0.20 0.15 0.20 0.03 0.08 0.14 0.12 0.17 0.23 Sat Flow, veh/h 1594 3209 209 888 3367 1502 2910 3367 1502 2910 2968 413 Grp Volume(v), veh/h 41 192 199 75 284 123 24 145 87 207 127 132 Grp Sat Flow(s),veh/h/ln 1594 1683 1734 888 1683 1502 1455 1683 1502 1455 1683 1698 Q Serve(g_s), s 0.9 3.2 3.2 2.7 2.9 2.2 0.3 1.5 1.9 2.5 2.5 2.5 Cycle Q Clear(g_c), s 0.9 3.2 3.2 2.7 2.9 2.2 0.3 1.5 1.9 2.5 2.5 2.5 Prop In Lane 1.00 0.12 1.00 1.00 1.00 1.00 1.00 0.24
Lane Grp Cap(c), veh/h 74 537 554 378 503 488 86 274 204 352 291 293 V/C Ratio(X) 0.55 0.36 0.36 0.20 0.56 0.25 0.28 0.53 0.43 0.59 0.44 0.45 Avail Cap(c_a), veh/h 501 2647 2727 1254 3821 1968 677 2164 1047 1711 1680 1695 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 17.1 9.6 9.5 12.6 14.4 9.1 17.4 16.1 14.5 15.2 13.5 13.3 Incr Delay (d2), s/veh 6.3 0.4 0.4 0.3 1.0 0.3 1.7 1.6 1.4 1.6 1.0 1.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.7 0.8 0.4 0.9 0.5 0.1 0.5 0.6 0.7 0.7 0.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 23.3 10.0 9.9 12.9 15.4 9.3 19.1 17.7 15.9 16.8 14.6 14.4 LnGrp LOS C A A B B A B B B B B B
Approach Vol, veh/h 432 482 256 466
Approach Delay, s/veh 11.2 13.5 17.2 15.5
Approach LOS B B B B
Timer - Assigned Phs 1 2 4 5 6 7 8
Phs Duration (G+Y+Rc), s 8.9 9.5 18.2 5.6 12.8 6.2 12.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 21.5 25.5 59.5 8.5 38.5 11.5 43.5 Max Q Clear Time (g_c+I1), s 4.5 3.9 5.2 2.3 4.5 2.9 4.9 Green Ext Time (p_c), s 0.6 1.0 2.1 0.0 1.4 0.0 2.6
Intersection Summary
HCM 6th Ctrl Delay 14.0
HCM 6th LOS B
317
HCM 6th Signalized Intersection Summary
1: Mojave Dr/Mojave Drive & El Evado Road 07/14/2021
Victorville Retail Development TIA EX AM 4:19 pm 06/08/2021 EX AM Synchro 11 Report Kimley-Horn Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 59 586 159 101 648 163 173 146 64 81 130 46 Future Volume (veh/h) 59 586 159 101 648 163 173 146 64 81 130 46 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1673 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 62 617 167 106 682 172 182 154 67 85 137 48 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 92 864 446 131 947 483 229 264 284 111 185 62 Arrive On Green 0.06 0.26 0.30 0.08 0.28 0.32 0.14 0.15 0.19 0.07 0.07 0.12 Sat Flow, veh/h 1594 3367 1502 1594 3367 1502 1594 1772 1502 1594 2472 833 Grp Volume(v), veh/h 62 617 167 106 682 172 182 154 67 85 92 93 Grp Sat Flow(s),veh/h/ln 1594 1683 1502 1594 1683 1502 1594 1772 1502 1594 1683 1622 Q Serve(g_s), s 1.9 8.3 4.4 3.3 9.1 4.4 5.5 4.0 1.9 2.6 2.6 2.8 Cycle Q Clear(g_c), s 1.9 8.3 4.4 3.3 9.1 4.4 5.5 4.0 1.9 2.6 2.6 2.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.51
Lane Grp Cap(c), veh/h 92 864 446 131 947 483 229 264 284 111 126 121 V/C Ratio(X) 0.67 0.71 0.37 0.81 0.72 0.36 0.80 0.58 0.24 0.77 0.73 0.77 Avail Cap(c_a), veh/h 240 2235 1057 305 2370 1118 497 1497 1329 433 1354 1305 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 23.0 16.8 13.8 22.4 16.1 12.9 20.6 19.7 17.1 22.7 22.5 22.1 Incr Delay (d2), s/veh 8.2 1.1 0.5 11.0 1.0 0.4 6.2 2.0 0.4 10.5 7.7 9.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.8 2.6 1.2 1.4 2.8 1.1 2.0 1.5 0.6 1.1 1.1 1.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 31.2 17.9 14.3 33.5 17.2 13.4 26.8 21.8 17.5 33.3 30.2 31.8 LnGrp LOS C B B C B B C C B C C C
Approach Vol, veh/h 846 960 403 270
Approach Delay, s/veh 18.2 18.3 23.3 31.7
Approach LOS B B C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 8.0 13.9 8.6 19.3 11.6 10.2 7.4 20.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 13.5 44.0 9.5 35.0 15.5 42.0 7.5 37.0 Max Q Clear Time (g_c+I1), s 4.6 6.0 5.3 10.3 7.5 4.8 3.9 11.1 Green Ext Time (p_c), s 0.1 1.0 0.1 4.3 0.3 0.9 0.0 4.9 Intersection Summary
HCM 6th Ctrl Delay 20.5
HCM 6th LOS C
318
HCM 6th Signalized Intersection Summary
2: Amargosa Road & Mojave Drive 07/14/2021
Victorville Retail Development TIA EX AM 4:19 pm 06/08/2021 EX AM Synchro 11 Report Kimley-Horn Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 39 502 213 126 644 76 264 399 146 50 313 42 Future Volume (veh/h) 39 502 213 126 644 76 264 399 146 50 313 42 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1673 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 39 507 215 127 651 77 267 403 147 51 316 42 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 64 695 363 65 1215 142 318 962 481 77 403 53 Arrive On Green 0.04 0.21 0.24 0.04 0.28 0.28 0.20 0.29 0.32 0.05 0.13 0.17 Sat Flow, veh/h 1594 3367 1502 1594 4390 514 1594 3367 1502 1594 2990 394 Grp Volume(v), veh/h 39 507 215 127 477 251 267 403 147 51 177 181 Grp Sat Flow(s),veh/h/ln 1594 1683 1502 1594 1612 1679 1594 1683 1502 1594 1683 1701 Q Serve(g_s), s 1.4 8.1 7.3 2.3 7.2 7.3 9.2 5.6 4.2 1.8 5.8 5.9 Cycle Q Clear(g_c), s 1.4 8.1 7.3 2.3 7.2 7.3 9.2 5.6 4.2 1.8 5.8 5.9 Prop In Lane 1.00 1.00 1.00 0.31 1.00 1.00 1.00 0.23
Lane Grp Cap(c), veh/h 64 695 363 65 893 465 318 962 481 77 227 229 V/C Ratio(X) 0.61 0.73 0.59 1.95 0.53 0.54 0.84 0.42 0.31 0.66 0.78 0.79 Avail Cap(c_a), veh/h 306 1996 943 306 2137 1113 459 2437 1139 264 1013 1023 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 27.1 21.2 19.3 27.5 17.6 17.6 22.1 16.6 14.7 26.8 24.0 23.8 Incr Delay (d2), s/veh 8.9 1.5 1.5 441.1 0.5 1.0 9.2 0.3 0.4 9.2 5.7 6.0 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 0.6 2.8 2.2 8.7 2.2 2.4 3.8 1.8 1.2 0.8 2.3 2.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 35.9 22.7 20.8 468.6 18.1 18.6 31.2 16.9 15.0 36.0 29.7 29.8 LnGrp LOS D C C F B B C B B D C C
Approach Vol, veh/h 761 855 817 409
Approach Delay, s/veh 22.9 85.2 21.3 30.5
Approach LOS C F C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 7.3 22.9 8.8 18.3 15.9 14.2 6.8 20.4 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 9.5 43.5 13.0 36.0 16.5 36.5 11.0 38.0 Max Q Clear Time (g_c+I1), s 3.8 7.6 4.3 10.1 11.2 7.9 3.4 9.3 Green Ext Time (p_c), s 0.0 3.0 0.2 3.8 0.3 1.8 0.0 4.4 Intersection Summary
HCM 6th Ctrl Delay 42.2
HCM 6th LOS D
319
HCM 6th Signalized Intersection Summary
3: Village Drive & Mojave Drive 07/14/2021
Victorville Retail Development TIA EX AM 4:19 pm 06/08/2021 EX AM Synchro 11 Report Kimley-Horn Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 53 636 12 70 855 465 24 15 81 554 15 79 Future Volume (veh/h) 53 636 12 70 855 465 24 15 81 554 15 79 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1673 1772 1772 1772 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 54 642 12 71 864 470 24 15 82 571 0 80 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 66 1488 28 89 961 516 56 35 112 681 0 321
Arrive On Green 0.04 0.44 0.46 0.06 0.45 0.48 0.07 0.05 0.07 0.21 0.00 0.21 Sat Flow, veh/h 1594 3381 63 1594 2115 1136 1058 661 1502 3188 0 1502 Grp Volume(v), veh/h 54 320 334 71 685 649 39 0 82 571 0 80 Grp Sat Flow(s),veh/h/ln 1594 1683 1761 1594 1683 1567 1719 0 1502 1594 0 1502 Q Serve(g_s), s 3.1 12.1 12.1 4.1 34.7 35.5 2.0 0.0 4.9 15.9 0.0 4.1 Cycle Q Clear(g_c), s 3.1 12.1 12.1 4.1 34.7 35.5 2.0 0.0 4.9 15.9 0.0 4.1 Prop In Lane 1.00 0.04 1.00 0.72 0.62 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 66 741 775 89 765 712 91 0 112 681 0 321 V/C Ratio(X) 0.82 0.43 0.43 0.80 0.90 0.91 0.43 0.00 0.73 0.84 0.00 0.25 Avail Cap(c_a), veh/h 95 746 780 198 855 796 297 0 292 1016 0 479 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 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 44.0 17.9 17.9 43.2 23.2 22.8 41.8 0.0 41.9 34.9 0.0 30.2 Incr Delay (d2), s/veh 29.2 0.4 0.4 15.2 11.3 13.7 3.2 0.0 8.9 4.1 0.0 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.7 4.4 4.6 1.9 14.7 14.2 0.9 0.0 2.1 6.2 0.0 1.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 73.2 18.3 18.3 58.4 34.5 36.5 45.0 0.0 50.8 38.9 0.0 30.6 LnGrp LOS E B B E C D D A D D A C
Approach Vol, veh/h 708 1405 121 651
Approach Delay, s/veh 22.5 36.6 48.9 37.9
Approach LOS C D D D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 9.6 47.2 24.3 8.3 48.5 11.4
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 11.5 43.0 29.5 5.5 49.0 18.0 Max Q Clear Time (g_c+I1), s 6.1 14.1 17.9 5.1 37.5 6.9 Green Ext Time (p_c), s 0.1 3.9 1.9 0.0 6.5 0.3
Intersection Summary
HCM 6th Ctrl Delay 34.0
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement. 320
HCM 6th Signalized Intersection Summary
4: Amargosa Road & Hook Boulevard/Roy Rogers Drive 07/14/2021 Victorville Retail Development TIA EX AM 4:19 pm 06/08/2021 EX AM Synchro 11 Report Kimley-Horn Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 103 446 33 183 621 243 55 344 133 225 288 78 Future Volume (veh/h) 103 446 33 183 621 243 55 344 133 225 288 78 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1673 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 108 469 35 193 654 256 58 362 140 237 303 82 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 136 1503 112 391 1070 696 146 471 257 334 538 143 Arrive On Green 0.09 0.47 0.50 0.35 0.32 0.35 0.05 0.14 0.17 0.11 0.20 0.24 Sat Flow, veh/h 1594 3176 236 801 3367 1502 2910 3367 1502 2910 2629 700 Grp Volume(v), veh/h 108 248 256 193 654 256 58 362 140 237 192 193 Grp Sat Flow(s),veh/h/ln 1594 1683 1729 801 1683 1502 1455 1683 1502 1455 1683 1646 Q Serve(g_s), s 4.3 5.8 5.8 13.3 10.6 7.1 1.2 6.7 5.5 5.0 6.6 6.7 Cycle Q Clear(g_c), s 4.3 5.8 5.8 13.3 10.6 7.1 1.2 6.7 5.5 5.0 6.6 6.7 Prop In Lane 1.00 0.14 1.00 1.00 1.00 1.00 1.00 0.43
Lane Grp Cap(c), veh/h 136 796 818 391 1070 696 146 471 257 334 344 337 V/C Ratio(X) 0.80 0.31 0.31 0.49 0.61 0.37 0.40 0.77 0.55 0.71 0.56 0.57 Avail Cap(c_a), veh/h 360 1689 1735 704 2383 1282 249 1231 596 657 851 832 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 28.9 10.5 10.4 17.9 18.6 11.1 29.6 26.6 24.4 27.4 23.0 22.6 Incr Delay (d2), s/veh 10.1 0.2 0.2 1.0 0.6 0.3 1.7 2.7 1.8 2.8 1.4 1.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.8 1.7 1.7 2.2 3.6 1.9 0.4 2.6 1.9 1.7 2.4 2.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 38.9 10.7 10.6 18.9 19.1 11.5 31.3 29.3 26.2 30.2 24.4 24.2 LnGrp LOS D B B B B B C C C C C C
Approach Vol, veh/h 612 1103 560 622
Approach Delay, s/veh 15.6 17.3 28.7 26.5
Approach LOS B B C C
Timer - Assigned Phs 1 2 4 5 6 7 8
Phs Duration (G+Y+Rc), s 11.9 15.5 36.9 7.7 19.6 10.0 26.9 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 14.5 25.5 66.5 5.5 34.5 14.5 47.5 Max Q Clear Time (g_c+I1), s 7.0 8.7 7.8 3.2 8.7 6.3 15.3 Green Ext Time (p_c), s 0.4 2.3 2.8 0.0 2.1 0.1 7.1
Intersection Summary
HCM 6th Ctrl Delay 21.1
HCM 6th LOS C
321
HCM 6th Signalized Intersection Summary
1: Mojave Dr/Mojave Drive & El Evado Road 07/14/2021
Victorville Retail Development TIA OY AM 12:00 am 07/14/2021 OY AM Synchro 11 Report Kimley-Horn Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 35 499 71 45 308 74 84 70 37 123 68 35 Future Volume (veh/h) 35 499 71 45 308 74 84 70 37 123 68 35 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1673 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 36 514 73 46 318 76 87 72 38 127 70 36 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 66 755 412 80 784 426 124 126 182 160 207 99 Arrive On Green 0.04 0.22 0.27 0.05 0.23 0.28 0.08 0.07 0.12 0.10 0.09 0.14 Sat Flow, veh/h 1594 3367 1502 1594 3367 1502 1594 1772 1502 1594 2205 1060 Grp Volume(v), veh/h 36 514 73 46 318 76 87 72 38 127 52 54 Grp Sat Flow(s),veh/h/ln 1594 1683 1502 1594 1683 1502 1594 1772 1502 1594 1683 1581 Q Serve(g_s), s 0.9 5.5 1.5 1.1 3.2 1.5 2.1 1.6 0.9 3.1 1.2 1.2 Cycle Q Clear(g_c), s 0.9 5.5 1.5 1.1 3.2 1.5 2.1 1.6 0.9 3.1 1.2 1.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.67
Lane Grp Cap(c), veh/h 66 755 412 80 784 426 124 126 182 160 158 148 V/C Ratio(X) 0.55 0.68 0.18 0.58 0.41 0.18 0.70 0.57 0.21 0.79 0.33 0.36 Avail Cap(c_a), veh/h 261 2799 1324 301 2884 1362 542 1875 1665 622 1866 1753 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 18.7 14.1 11.0 18.4 12.9 10.7 17.9 17.8 15.7 17.5 16.8 16.2 Incr Delay (d2), s/veh 6.9 1.1 0.2 6.4 0.3 0.2 7.0 4.0 0.6 8.6 1.2 1.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 1.6 0.3 0.5 0.9 0.4 0.8 0.6 0.3 1.2 0.4 0.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 25.6 15.2 11.2 24.8 13.2 10.9 24.9 21.9 16.3 26.0 18.0 17.7 LnGrp LOS C B B C B B C C B C B B
Approach Vol, veh/h 623 440 197 233
Approach Delay, s/veh 15.3 14.0 22.1 22.3
Approach LOS B B C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 8.5 9.3 6.5 15.4 7.6 10.2 6.1 15.7 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 15.5 44.0 7.5 35.0 13.5 46.0 6.5 36.0 Max Q Clear Time (g_c+I1), s 5.1 3.6 3.1 7.5 4.1 3.2 2.9 5.2 Green Ext Time (p_c), s 0.2 0.4 0.0 3.3 0.1 0.5 0.0 2.1 Intersection Summary
HCM 6th Ctrl Delay 16.9
HCM 6th LOS B
322
HCM 6th Signalized Intersection Summary
2: Amargosa Road & Mojave Drive 07/14/2021
Victorville Retail Development TIA OY AM 12:00 am 07/14/2021 OY AM Synchro 11 Report Kimley-Horn Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 24 496 172 120 298 27 83 198 139 44 262 33 Future Volume (veh/h) 24 496 172 120 298 27 83 198 139 44 262 33 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1673 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 25 517 179 125 310 28 86 206 145 46 273 34 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 48 756 404 69 1481 131 117 497 289 78 371 46 Arrive On Green 0.03 0.22 0.27 0.04 0.33 0.33 0.07 0.15 0.19 0.05 0.12 0.17 Sat Flow, veh/h 1594 3367 1502 1594 4523 402 1594 3367 1502 1594 3016 372 Grp Volume(v), veh/h 25 517 179 125 219 119 86 206 145 46 151 156 Grp Sat Flow(s),veh/h/ln 1594 1683 1502 1594 1612 1700 1594 1683 1502 1594 1683 1705 Q Serve(g_s), s 0.7 6.3 4.4 1.9 2.2 2.3 2.4 2.5 3.9 1.3 3.9 3.9 Cycle Q Clear(g_c), s 0.7 6.3 4.4 1.9 2.2 2.3 2.4 2.5 3.9 1.3 3.9 3.9 Prop In Lane 1.00 1.00 1.00 0.24 1.00 1.00 1.00 0.22
Lane Grp Cap(c), veh/h 48 756 404 69 1056 556 117 497 289 78 207 210 V/C Ratio(X) 0.53 0.68 0.44 1.81 0.21 0.21 0.74 0.41 0.50 0.59 0.73 0.74 Avail Cap(c_a), veh/h 231 2556 1207 516 3312 1746 374 3082 1442 231 1391 1408 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 21.4 15.9 13.6 21.4 10.9 10.9 20.3 17.3 16.2 20.9 18.9 18.7 Incr Delay (d2), s/veh 8.7 1.1 0.8 375.2 0.1 0.2 8.6 0.6 1.4 7.0 4.9 5.2 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 0.3 1.9 1.2 7.8 0.6 0.6 1.0 0.8 1.1 0.5 1.5 1.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 30.1 17.0 14.3 396.7 11.0 11.1 29.0 17.9 17.5 27.9 23.8 23.9 LnGrp LOS C B B F B B C B B C C C
Approach Vol, veh/h 721 463 437 353
Approach Delay, s/veh 16.8 115.1 19.9 24.4
Approach LOS B F B C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 6.7 13.1 8.4 16.6 7.8 12.0 5.8 19.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 6.5 43.0 16.5 36.0 10.5 39.0 6.5 46.0 Max Q Clear Time (g_c+I1), s 3.3 5.9 3.9 8.3 4.4 5.9 2.7 4.3 Green Ext Time (p_c), s 0.0 1.7 0.2 3.8 0.1 1.6 0.0 1.9 Intersection Summary
HCM 6th Ctrl Delay 41.9
HCM 6th LOS D
323
HCM 6th Signalized Intersection Summary
3: Village Drive & Mojave Drive 07/14/2021
Victorville Retail Development TIA OY AM 12:00 am 07/14/2021 OY AM Synchro 11 Report Kimley-Horn Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 51 648 5 28 387 299 9 11 87 404 17 45 Future Volume (veh/h) 51 648 5 28 387 299 9 11 87 404 17 45 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1673 1772 1772 1772 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 55 697 5 30 416 322 10 12 94 447 0 48 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 83 1085 8 53 541 415 38 46 128 631 0 297
Arrive On Green 0.05 0.32 0.35 0.03 0.30 0.33 0.09 0.05 0.09 0.20 0.00 0.20 Sat Flow, veh/h 1594 3426 25 1594 1812 1392 788 945 1502 3188 0 1502 Grp Volume(v), veh/h 55 342 360 30 386 352 22 0 94 447 0 48 Grp Sat Flow(s),veh/h/ln 1594 1683 1767 1594 1683 1521 1733 0 1502 1594 0 1502 Q Serve(g_s), s 1.8 9.5 9.5 1.0 11.4 11.3 0.7 0.0 3.3 7.1 0.0 1.4 Cycle Q Clear(g_c), s 1.8 9.5 9.5 1.0 11.4 11.3 0.7 0.0 3.3 7.1 0.0 1.4 Prop In Lane 1.00 0.01 1.00 0.92 0.45 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 83 533 560 53 502 454 84 0 128 631 0 297 V/C Ratio(X) 0.67 0.64 0.64 0.56 0.77 0.78 0.26 0.00 0.74 0.71 0.00 0.16 Avail Cap(c_a), veh/h 278 1343 1411 190 1251 1130 524 0 510 1842 0 868 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 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 25.4 16.0 16.0 25.9 17.4 16.6 24.6 0.0 24.3 20.4 0.0 18.1 Incr Delay (d2), s/veh 8.8 1.3 1.2 8.9 2.5 2.9 1.6 0.0 8.0 1.5 0.0 0.3 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 0.8 3.2 3.3 0.5 4.0 3.5 0.3 0.0 1.4 2.4 0.0 0.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 34.2 17.3 17.2 34.9 19.9 19.4 26.2 0.0 32.3 21.9 0.0 18.4 LnGrp LOS C B B C B B C A C C A B
Approach Vol, veh/h 757 768 116 495
Approach Delay, s/veh 18.5 20.3 31.2 21.5
Approach LOS B C C C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 6.3 23.8 15.3 7.3 22.8 9.1
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 6.5 45.5 31.5 9.5 42.5 18.5 Max Q Clear Time (g_c+I1), s 3.0 11.5 9.1 3.8 13.4 5.3
Green Ext Time (p_c), s 0.0 4.4 1.7 0.0 4.9 0.3
Intersection Summary
HCM 6th Ctrl Delay 20.5
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement. 324
HCM 6th Signalized Intersection Summary
4: Amargosa Road & Hook Boulevard/Roy Rogers Drive 07/14/2021 Victorville Retail Development TIA OY AM 12:00 am 07/14/2021 OY AM Synchro 11 Report Kimley-Horn Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 53 358 22 127 281 115 22 200 143 194 272 44 Future Volume (veh/h) 53 358 22 127 281 115 22 200 143 194 272 44 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1673 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 58 389 24 138 305 125 24 217 155 211 296 48 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 91 1182 73 380 709 556 84 443 264 337 635 102 Arrive On Green 0.06 0.37 0.41 0.25 0.21 0.25 0.03 0.13 0.18 0.12 0.22 0.26 Sat Flow, veh/h 1594 3222 198 871 3367 1502 2910 3367 1502 2910 2906 466 Grp Volume(v), veh/h 58 203 210 138 305 125 24 217 155 211 170 174 Grp Sat Flow(s),veh/h/ln 1594 1683 1736 871 1683 1502 1455 1683 1502 1455 1683 1688 Q Serve(g_s), s 1.6 3.9 3.9 6.4 3.6 2.6 0.4 2.7 4.3 3.1 4.0 4.0 Cycle Q Clear(g_c), s 1.6 3.9 3.9 6.4 3.6 2.6 0.4 2.7 4.3 3.1 4.0 4.0 Prop In Lane 1.00 0.11 1.00 1.00 1.00 1.00 1.00 0.28
Lane Grp Cap(c), veh/h 91 618 637 380 709 556 84 443 264 337 368 369 V/C Ratio(X) 0.64 0.33 0.33 0.36 0.43 0.22 0.29 0.49 0.59 0.63 0.46 0.47 Avail Cap(c_a), veh/h 439 2171 2239 994 3080 1614 353 1967 943 1123 1429 1433 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 20.9 10.3 10.3 15.0 15.5 9.8 21.6 18.3 17.2 19.1 15.4 15.2 Incr Delay (d2), s/veh 7.2 0.3 0.3 0.6 0.4 0.2 1.9 0.8 2.1 1.9 0.9 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 0.7 1.0 1.0 1.0 1.1 0.6 0.1 0.9 1.3 1.0 1.3 1.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 28.1 10.6 10.6 15.6 16.0 10.0 23.4 19.1 19.3 21.0 16.3 16.1 LnGrp LOS C B B B B B C B B C B B
Approach Vol, veh/h 471 568 396 555
Approach Delay, s/veh 12.8 14.6 19.4 18.1
Approach LOS B B B B
Timer - Assigned Phs 1 2 4 5 6 7 8
Phs Duration (G+Y+Rc), s 9.7 12.5 23.1 5.8 16.4 7.1 16.1 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 17.5 28.5 60.5 5.5 40.5 12.5 43.5 Max Q Clear Time (g_c+I1), s 5.1 6.3 5.9 2.4 6.0 3.6 8.4 Green Ext Time (p_c), s 0.5 1.7 2.2 0.0 1.9 0.1 3.2
Intersection Summary
HCM 6th Ctrl Delay 16.1
HCM 6th LOS B
325
HCM 6th Signalized Intersection Summary
1: Mojave Dr/Mojave Drive & El Evado Road 07/14/2021
Victorville Retail Development TIA OY PM 12:00 am 07/14/2021 OY PM Synchro 11 Report Kimley-Horn Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 61 609 172 103 671 169 182 152 65 87 137 47 Future Volume (veh/h) 61 609 172 103 671 169 182 152 65 87 137 47 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1673 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 64 641 181 108 706 178 192 160 68 92 144 49 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 93 882 451 134 968 490 240 277 293 114 193 63 Arrive On Green 0.06 0.26 0.30 0.08 0.29 0.33 0.15 0.16 0.19 0.07 0.08 0.12 Sat Flow, veh/h 1594 3367 1502 1594 3367 1502 1594 1772 1502 1594 2491 817 Grp Volume(v), veh/h 64 641 181 108 706 178 192 160 68 92 96 97 Grp Sat Flow(s),veh/h/ln 1594 1683 1502 1594 1683 1502 1594 1772 1502 1594 1683 1625 Q Serve(g_s), s 2.0 9.0 4.9 3.4 9.8 4.7 6.0 4.3 2.0 2.9 2.9 3.0 Cycle Q Clear(g_c), s 2.0 9.0 4.9 3.4 9.8 4.7 6.0 4.3 2.0 2.9 2.9 3.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.50
Lane Grp Cap(c), veh/h 93 882 451 134 968 490 240 277 293 114 130 126 V/C Ratio(X) 0.69 0.73 0.40 0.81 0.73 0.36 0.80 0.58 0.23 0.81 0.73 0.77 Avail Cap(c_a), veh/h 232 2154 1019 263 2219 1048 479 1477 1310 417 1338 1292 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 23.8 17.4 14.3 23.2 16.6 13.3 21.2 20.2 17.5 23.6 23.3 22.8 Incr Delay (d2), s/veh 8.8 1.2 0.6 10.9 1.1 0.5 6.1 1.9 0.4 12.4 7.7 9.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 2.8 1.3 1.5 3.0 1.2 2.2 1.6 0.6 1.3 1.2 1.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 32.6 18.5 14.9 34.1 17.6 13.7 27.3 22.1 17.9 36.0 31.0 32.5 LnGrp LOS C B B C B B C C B D C C
Approach Vol, veh/h 886 992 420 285
Approach Delay, s/veh 18.8 18.7 23.8 33.1
Approach LOS B B C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 8.2 14.6 8.8 20.0 12.3 10.5 7.5 21.3 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 13.5 45.0 8.5 35.0 15.5 43.0 7.5 36.0 Max Q Clear Time (g_c+I1), s 4.9 6.3 5.4 11.0 8.0 5.0 4.0 11.8 Green Ext Time (p_c), s 0.1 1.0 0.1 4.6 0.3 1.0 0.0 5.0 Intersection Summary
HCM 6th Ctrl Delay 21.2
HCM 6th LOS C
326
HCM 6th Signalized Intersection Summary
2: Amargosa Road & Mojave Drive 07/14/2021
Victorville Retail Development TIA OY PM 12:00 am 07/14/2021 OY PM Synchro 11 Report Kimley-Horn Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 42 523 218 161 668 78 270 428 175 51 344 44 Future Volume (veh/h) 42 523 218 161 668 78 270 428 175 51 344 44 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1673 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 42 528 220 163 675 79 273 432 177 52 347 44 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 66 709 364 94 1284 149 319 1004 496 76 438 55 Arrive On Green 0.04 0.21 0.24 0.06 0.29 0.29 0.20 0.30 0.33 0.05 0.15 0.18 Sat Flow, veh/h 1594 3367 1502 1594 4395 510 1594 3367 1502 1594 3009 379 Grp Volume(v), veh/h 42 528 220 163 494 260 273 432 177 52 193 198 Grp Sat Flow(s),veh/h/ln 1594 1683 1502 1594 1612 1680 1594 1683 1502 1594 1683 1704 Q Serve(g_s), s 1.6 9.2 8.1 3.7 8.0 8.1 10.3 6.5 5.6 2.0 6.9 7.0 Cycle Q Clear(g_c), s 1.6 9.2 8.1 3.7 8.0 8.1 10.3 6.5 5.6 2.0 6.9 7.0 Prop In Lane 1.00 1.00 1.00 0.30 1.00 1.00 1.00 0.22
Lane Grp Cap(c), veh/h 66 709 364 94 942 491 319 1004 496 76 245 248 V/C Ratio(X) 0.63 0.75 0.60 1.73 0.52 0.53 0.85 0.43 0.36 0.68 0.79 0.80 Avail Cap(c_a), veh/h 191 1834 866 217 2015 1050 396 2373 1106 243 1025 1037 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 29.4 23.1 21.0 29.4 18.5 18.5 24.1 17.6 15.9 29.3 25.7 25.6 Incr Delay (d2), s/veh 9.6 1.6 1.6 352.6 0.5 0.9 14.0 0.3 0.4 10.3 5.6 5.9 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 0.7 3.3 2.6 10.5 2.5 2.7 4.6 2.2 1.6 0.9 2.8 2.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 39.0 24.7 22.6 382.0 18.9 19.4 38.1 17.9 16.3 39.5 31.3 31.4 LnGrp LOS D C C F B B D B B D C C
Approach Vol, veh/h 790 917 882 443
Approach Delay, s/veh 24.9 83.6 23.9 32.3
Approach LOS C F C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 7.5 25.1 10.1 19.6 17.0 15.6 7.1 22.6 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 9.5 46.0 10.5 36.0 15.5 40.0 7.5 39.0 Max Q Clear Time (g_c+I1), s 4.0 8.5 5.7 11.2 12.3 9.0 3.6 10.1 Green Ext Time (p_c), s 0.0 3.4 0.2 3.9 0.2 2.0 0.0 4.6 Intersection Summary
HCM 6th Ctrl Delay 43.4
HCM 6th LOS D
327
HCM 6th Signalized Intersection Summary
3: Village Drive & Mojave Drive 07/14/2021
Victorville Retail Development TIA OY PM 12:00 am 07/14/2021 OY PM Synchro 11 Report Kimley-Horn Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 72 661 12 71 884 497 24 15 83 590 15 99 Future Volume (veh/h) 72 661 12 71 884 497 24 15 83 590 15 99 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1673 1772 1772 1772 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 73 668 12 72 893 502 24 15 84 607 0 100 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 87 1523 27 90 946 522 58 36 112 705 0 332
Arrive On Green 0.05 0.45 0.47 0.06 0.45 0.47 0.07 0.06 0.07 0.22 0.00 0.22 Sat Flow, veh/h 1594 3384 61 1594 2092 1155 1058 661 1502 3188 0 1502 Grp Volume(v), veh/h 73 332 348 72 715 680 39 0 84 607 0 100 Grp Sat Flow(s),veh/h/ln 1594 1683 1761 1594 1683 1564 1719 0 1502 1594 0 1502 Q Serve(g_s), s 4.6 13.7 13.7 4.5 41.0 42.5 2.2 0.0 5.5 18.5 0.0 5.6 Cycle Q Clear(g_c), s 4.6 13.7 13.7 4.5 41.0 42.5 2.2 0.0 5.5 18.5 0.0 5.6 Prop In Lane 1.00 0.03 1.00 0.74 0.62 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 87 758 793 90 761 707 95 0 112 705 0 332 V/C Ratio(X) 0.84 0.44 0.44 0.80 0.94 0.96 0.41 0.00 0.75 0.86 0.00 0.30 Avail Cap(c_a), veh/h 87 758 793 181 782 727 272 0 267 930 0 438 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 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 47.4 19.1 19.0 47.2 26.4 26.1 45.6 0.0 45.9 37.9 0.0 32.9 Incr Delay (d2), s/veh 49.3 0.4 0.4 15.0 18.9 24.0 2.8 0.0 9.5 6.5 0.0 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.0 5.1 5.3 2.1 19.0 18.9 1.0 0.0 2.4 7.5 0.0 2.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 96.7 19.5 19.4 62.2 45.3 50.1 48.5 0.0 55.3 44.4 0.0 33.4 LnGrp LOS F B B E D D D A E D A C
Approach Vol, veh/h 753 1467 123 707
Approach Delay, s/veh 26.9 48.4 53.1 42.9
Approach LOS C D D D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 10.2 52.0 26.9 10.0 52.2 12.1
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 11.5 43.0 29.5 5.5 49.0 18.0 Max Q Clear Time (g_c+I1), s 6.5 15.7 20.5 6.6 44.5 7.5 Green Ext Time (p_c), s 0.0 4.1 1.8 0.0 3.2 0.3
Intersection Summary
HCM 6th Ctrl Delay 42.0
HCM 6th LOS D
Notes
User approved volume balancing among the lanes for turning movement. 328
HCM 6th Signalized Intersection Summary
4: Amargosa Road & Hook Boulevard/Roy Rogers Drive 07/14/2021 Victorville Retail Development TIA OY PM 12:00 am 07/14/2021 OY PM Synchro 11 Report Kimley-Horn Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 114 462 34 224 641 248 56 388 167 231 338 90 Future Volume (veh/h) 114 462 34 224 641 248 56 388 167 231 338 90 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1673 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 120 486 36 236 675 261 59 408 176 243 356 95 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 149 1626 120 397 1213 745 135 512 267 321 569 150 Arrive On Green 0.09 0.51 0.54 0.39 0.36 0.39 0.05 0.15 0.18 0.11 0.22 0.24 Sat Flow, veh/h 1594 3178 235 787 3367 1502 2910 3367 1502 2910 2636 694 Grp Volume(v), veh/h 120 257 265 236 675 261 59 408 176 243 226 225 Grp Sat Flow(s),veh/h/ln 1594 1683 1730 787 1683 1502 1455 1683 1502 1455 1683 1647 Q Serve(g_s), s 5.7 6.8 6.8 20.3 12.4 8.2 1.5 9.0 8.4 6.3 9.4 9.6 Cycle Q Clear(g_c), s 5.7 6.8 6.8 20.3 12.4 8.2 1.5 9.0 8.4 6.3 9.4 9.6 Prop In Lane 1.00 0.14 1.00 1.00 1.00 1.00 1.00 0.42
Lane Grp Cap(c), veh/h 149 861 885 397 1213 745 135 512 267 321 363 355 V/C Ratio(X) 0.81 0.30 0.30 0.59 0.56 0.35 0.44 0.80 0.66 0.76 0.62 0.63 Avail Cap(c_a), veh/h 257 1403 1442 597 2067 1126 207 1109 534 470 707 692 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 34.4 10.9 10.8 20.8 19.8 11.9 35.9 31.7 29.6 33.4 27.5 27.2 Incr Delay (d2), s/veh 9.8 0.2 0.2 1.4 0.4 0.3 2.2 2.9 2.8 4.1 1.7 1.9 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 2.4 2.1 2.1 3.4 4.4 2.4 0.6 3.6 3.0 2.2 3.6 3.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 44.2 11.1 11.0 22.2 20.2 12.2 38.1 34.6 32.4 37.5 29.2 29.0 LnGrp LOS D B B C C B D C C D C C
Approach Vol, veh/h 642 1172 643 694
Approach Delay, s/veh 17.2 18.8 34.3 32.1
Approach LOS B B C C
Timer - Assigned Phs 1 2 4 5 6 7 8
Phs Duration (G+Y+Rc), s 13.0 18.3 46.1 8.1 23.2 11.7 34.4 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 12.5 27.5 66.5 5.5 34.5 12.5 49.5 Max Q Clear Time (g_c+I1), s 8.3 11.0 8.8 3.5 11.6 7.7 22.3 Green Ext Time (p_c), s 0.3 2.7 2.9 0.0 2.4 0.1 7.5
Intersection Summary
HCM 6th Ctrl Delay 24.6
HCM 6th LOS C
329
HCM 6th Signalized Intersection Summary
1: Mojave Dr/Mojave Drive & El Evado Road 07/14/2021
Victorville Retail Development TIA OY WP AM 12:00 am 07/14/2021 OY WP AM Synchro 11 Report Kimley-Horn Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 35 511 71 56 319 85 84 70 49 135 68 35 Future Volume (veh/h) 35 511 71 56 319 85 84 70 49 135 68 35 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1673 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 36 527 73 58 329 88 87 72 51 139 70 36 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 65 764 414 94 824 440 122 123 177 176 229 110 Arrive On Green 0.04 0.23 0.28 0.06 0.24 0.29 0.08 0.07 0.12 0.11 0.10 0.15 Sat Flow, veh/h 1594 3367 1502 1594 3367 1502 1594 1772 1502 1594 2205 1060 Grp Volume(v), veh/h 36 527 73 58 329 88 87 72 51 139 52 54 Grp Sat Flow(s),veh/h/ln 1594 1683 1502 1594 1683 1502 1594 1772 1502 1594 1683 1581 Q Serve(g_s), s 0.9 5.9 1.5 1.5 3.4 1.8 2.2 1.6 1.3 3.5 1.2 1.3 Cycle Q Clear(g_c), s 0.9 5.9 1.5 1.5 3.4 1.8 2.2 1.6 1.3 3.5 1.2 1.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.67
Lane Grp Cap(c), veh/h 65 764 414 94 824 440 122 123 177 176 175 164 V/C Ratio(X) 0.55 0.69 0.18 0.62 0.40 0.20 0.71 0.58 0.29 0.79 0.30 0.33 Avail Cap(c_a), veh/h 251 2697 1276 290 2779 1312 522 1763 1567 638 1798 1689 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 19.4 14.6 11.4 18.9 13.0 10.9 18.6 18.6 16.6 17.8 17.1 16.5 Incr Delay (d2), s/veh 7.1 1.1 0.2 6.5 0.3 0.2 7.5 4.3 0.9 7.6 0.9 1.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 1.7 0.4 0.6 0.9 0.4 0.9 0.7 0.4 1.3 0.4 0.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 26.4 15.7 11.6 25.4 13.3 11.1 26.1 22.9 17.5 25.4 18.0 17.6 LnGrp LOS C B B C B B C C B C B B
Approach Vol, veh/h 636 475 210 245
Approach Delay, s/veh 15.9 14.4 22.9 22.1
Approach LOS B B C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 9.1 9.4 6.9 15.8 7.7 10.8 6.2 16.6 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 16.5 43.0 7.5 35.0 13.5 46.0 6.5 36.0 Max Q Clear Time (g_c+I1), s 5.5 3.6 3.5 7.9 4.2 3.3 2.9 5.4 Green Ext Time (p_c), s 0.2 0.5 0.0 3.4 0.1 0.5 0.0 2.2 Intersection Summary
HCM 6th Ctrl Delay 17.3
HCM 6th LOS B
330
HCM 6th Signalized Intersection Summary
2: Amargosa Road & Mojave Drive 07/14/2021
Victorville Retail Development TIA OY WP AM 12:00 am 07/14/2021 OY WP AM Synchro 11 Report Kimley-Horn Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 74 535 186 140 321 27 107 198 139 44 270 42 Future Volume (veh/h) 74 535 186 140 321 27 107 198 139 44 270 42 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1673 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 77 557 194 146 334 28 111 206 145 46 281 44 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 107 796 418 76 1369 113 138 564 314 76 375 58 Arrive On Green 0.07 0.24 0.28 0.05 0.30 0.30 0.09 0.17 0.21 0.05 0.13 0.17 Sat Flow, veh/h 1594 3367 1502 1594 4553 376 1594 3367 1502 1594 2922 452 Grp Volume(v), veh/h 77 557 194 146 235 127 111 206 145 46 160 165 Grp Sat Flow(s),veh/h/ln 1594 1683 1502 1594 1612 1704 1594 1683 1502 1594 1683 1691 Q Serve(g_s), s 2.3 7.3 5.1 2.3 2.6 2.7 3.3 2.6 4.1 1.4 4.4 4.5 Cycle Q Clear(g_c), s 2.3 7.3 5.1 2.3 2.6 2.7 3.3 2.6 4.1 1.4 4.4 4.5 Prop In Lane 1.00 1.00 1.00 0.22 1.00 1.00 1.00 0.27
Lane Grp Cap(c), veh/h 107 796 418 76 970 512 138 564 314 76 216 217 V/C Ratio(X) 0.72 0.70 0.46 1.92 0.24 0.25 0.80 0.37 0.46 0.60 0.74 0.76 Avail Cap(c_a), veh/h 416 2388 1128 482 2691 1422 382 2950 1378 183 1264 1270 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 21.9 16.7 14.3 22.8 12.6 12.7 21.5 17.7 16.6 22.4 20.1 19.9 Incr Delay (d2), s/veh 8.9 1.1 0.8 425.4 0.1 0.2 10.2 0.4 1.1 7.5 5.0 5.3 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 1.0 2.2 1.4 9.7 0.7 0.8 1.4 0.9 1.2 0.6 1.7 1.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 30.8 17.9 15.1 448.2 12.8 12.9 31.7 18.1 17.7 29.9 25.1 25.3 LnGrp LOS C B B F B B C B B C C C
Approach Vol, veh/h 828 508 462 371
Approach Delay, s/veh 18.4 137.9 21.2 25.8
Approach LOS B F C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 6.8 14.5 8.8 17.8 8.7 12.7 7.7 18.9 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.5 44.0 16.5 36.0 11.5 38.0 12.5 40.0 Max Q Clear Time (g_c+I1), s 3.4 6.1 4.3 9.3 5.3 6.5 4.3 4.7 Green Ext Time (p_c), s 0.0 1.7 0.3 4.1 0.1 1.7 0.1 2.0 Intersection Summary
HCM 6th Ctrl Delay 48.3
HCM 6th LOS D
331
HCM 6th Signalized Intersection Summary
3: Village Drive & Mojave Drive 07/14/2021
Victorville Retail Development TIA OY WP AM 12:00 am 07/14/2021 OY WP AM Synchro 11 Report Kimley-Horn Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 62 676 5 28 417 299 9 11 87 404 17 57 Future Volume (veh/h) 62 676 5 28 417 299 9 11 87 404 17 57 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1673 1772 1772 1772 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 67 727 5 30 448 322 10 12 94 447 0 61 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 92 1136 8 53 575 411 39 47 127 626 0 295
Arrive On Green 0.06 0.33 0.37 0.03 0.31 0.34 0.08 0.05 0.08 0.20 0.00 0.20 Sat Flow, veh/h 1594 3427 24 1594 1874 1340 788 945 1502 3188 0 1502 Grp Volume(v), veh/h 67 357 375 30 402 368 22 0 94 447 0 61 Grp Sat Flow(s),veh/h/ln 1594 1683 1768 1594 1683 1531 1733 0 1502 1594 0 1502 Q Serve(g_s), s 2.3 10.2 10.2 1.0 12.3 12.2 0.7 0.0 3.5 7.4 0.0 1.9 Cycle Q Clear(g_c), s 2.3 10.2 10.2 1.0 12.3 12.2 0.7 0.0 3.5 7.4 0.0 1.9 Prop In Lane 1.00 0.01 1.00 0.88 0.45 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 92 558 586 53 517 470 86 0 127 626 0 295 V/C Ratio(X) 0.73 0.64 0.64 0.57 0.78 0.78 0.26 0.00 0.74 0.71 0.00 0.21 Avail Cap(c_a), veh/h 296 1296 1361 183 1177 1070 506 0 492 1777 0 837 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 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 26.2 16.0 16.0 26.9 17.8 17.0 25.4 0.0 25.2 21.2 0.0 19.0 Incr Delay (d2), s/veh 10.5 1.2 1.2 9.2 2.6 2.9 1.6 0.0 8.0 1.5 0.0 0.3 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 1.1 3.4 3.6 0.5 4.4 3.8 0.3 0.0 1.4 2.5 0.0 0.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 36.7 17.3 17.2 36.1 20.4 19.9 27.0 0.0 33.3 22.7 0.0 19.4 LnGrp LOS D B B D C B C A C C A B
Approach Vol, veh/h 799 800 116 508
Approach Delay, s/veh 18.9 20.8 32.1 22.3
Approach LOS B C C C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 6.4 25.2 15.6 7.8 23.8 9.3
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 6.5 45.5 31.5 10.5 41.5 18.5 Max Q Clear Time (g_c+I1), s 3.0 12.2 9.4 4.3 14.3 5.5
Green Ext Time (p_c), s 0.0 4.6 1.7 0.1 5.1 0.3
Intersection Summary
HCM 6th Ctrl Delay 21.0
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement. 332
HCM 6th Signalized Intersection Summary
4: Amargosa Road & Hook Boulevard/Roy Rogers Drive 07/14/2021 Victorville Retail Development TIA OY WP AM 12:00 am 07/14/2021 OY WP AM Synchro 11 Report Kimley-Horn Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 59 358 22 127 281 127 22 206 143 205 278 50 Future Volume (veh/h) 59 358 22 127 281 127 22 206 143 205 278 50 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1673 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 64 389 24 138 305 138 24 224 155 223 302 54 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 97 1187 73 377 709 562 83 444 263 351 640 113 Arrive On Green 0.06 0.37 0.41 0.25 0.21 0.25 0.03 0.13 0.18 0.12 0.22 0.27 Sat Flow, veh/h 1594 3222 198 871 3367 1502 2910 3367 1502 2910 2859 505 Grp Volume(v), veh/h 64 203 210 138 305 138 24 224 155 223 176 180 Grp Sat Flow(s),veh/h/ln 1594 1683 1736 871 1683 1502 1455 1683 1502 1455 1683 1681 Q Serve(g_s), s 1.8 4.0 4.0 6.5 3.6 2.9 0.4 2.9 4.4 3.4 4.2 4.2 Cycle Q Clear(g_c), s 1.8 4.0 4.0 6.5 3.6 2.9 0.4 2.9 4.4 3.4 4.2 4.2 Prop In Lane 1.00 0.11 1.00 1.00 1.00 1.00 1.00 0.30
Lane Grp Cap(c), veh/h 97 620 640 377 709 562 83 444 263 351 377 376 V/C Ratio(X) 0.66 0.33 0.33 0.37 0.43 0.25 0.29 0.50 0.59 0.64 0.47 0.48 Avail Cap(c_a), veh/h 431 2132 2199 976 3025 1596 347 1932 927 1103 1403 1401 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 21.2 10.5 10.4 15.3 15.8 10.0 22.0 18.6 17.5 19.3 15.5 15.3 Incr Delay (d2), s/veh 7.5 0.3 0.3 0.6 0.4 0.2 1.9 0.9 2.1 1.9 0.9 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 0.8 1.0 1.1 1.0 1.1 0.7 0.1 1.0 1.4 1.0 1.4 1.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 28.7 10.8 10.7 15.9 16.2 10.2 23.8 19.5 19.6 21.2 16.4 16.2 LnGrp LOS C B B B B B C B B C B B
Approach Vol, veh/h 477 581 403 579
Approach Delay, s/veh 13.1 14.7 19.8 18.2
Approach LOS B B B B
Timer - Assigned Phs 1 2 4 5 6 7 8
Phs Duration (G+Y+Rc), s 10.1 12.6 23.5 5.8 16.8 7.3 16.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 17.5 28.5 60.5 5.5 40.5 12.5 43.5 Max Q Clear Time (g_c+I1), s 5.4 6.4 6.0 2.4 6.2 3.8 8.5 Green Ext Time (p_c), s 0.5 1.7 2.2 0.0 1.9 0.1 3.2
Intersection Summary
HCM 6th Ctrl Delay 16.4
HCM 6th LOS B
333
HCM 6th TWSC
101: Mojave Drive 07/15/2021
Victorville Retail Development TIA OY WP AM 12:00 am 07/14/2021 OY WP AM Synchro 11 Report Kimley-Horn Page 1
Intersection
Int Delay, s/veh 0.7
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 857 15 59 411 0 25
Future Vol, veh/h 857 15 59 411 0 25
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 180 - - 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 932 16 64 447 0 27
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 948 0 - 474
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - - 4.14 - - 6.94
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - - 2.22 - - 3.32
Pot Cap-1 Maneuver - - 720 - 0 537
Stage 1 - - - - 0 -
Stage 2 - - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 720 - - 537
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach EB WB NB
HCM Control Delay, s 0 1.3 12.1

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 537 - - 720 -
HCM Lane V/C Ratio 0.051 - - 0.089 -
HCM Control Delay (s) 12.1 - - 10.5 -
HCM Lane LOS B - - B -
HCM 95th %tile Q(veh) 0.2 - - 0.3 -
334
HCM 6th TWSC
102: Mojave Drive 07/15/2021
Victorville Retail Development TIA OY WP AM 12:00 am 07/14/2021 OY WP AM Synchro 11 Report Kimley-Horn Page 2
Intersection
Int Delay, s/veh 0.5
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 828 39 0 470 0 55
Future Vol, veh/h 828 39 0 470 0 55
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - 180 - - - 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 900 42 0 511 0 60
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 450
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - - - - - 6.94
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - - - - - 3.32
Pot Cap-1 Maneuver - - 0 - 0 556
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 556
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach EB WB NB
HCM Control Delay, s 0 0 12.3

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 556 - - -
HCM Lane V/C Ratio 0.108 - - -
HCM Control Delay (s) 12.3 - - -
HCM Lane LOS B - - -
HCM 95th %tile Q(veh) 0.4 - - -
335
HCM 6th TWSC
103: Mojave Drive 07/15/2021
Victorville Retail Development TIA OY WP AM 12:00 am 07/14/2021 OY WP AM Synchro 11 Report Kimley-Horn Page 3
Intersection
Int Delay, s/veh 0.7
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 779 65 0 470 0 81
Future Vol, veh/h 779 65 0 470 0 81
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - 0 - - - 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 847 71 0 511 0 88
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 424
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - - - - - 6.94
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - - - - - 3.32
Pot Cap-1 Maneuver - - 0 - 0 579
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 579
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach EB WB NB
HCM Control Delay, s 0 0 12.3

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 579 - - -
HCM Lane V/C Ratio 0.152 - - -
HCM Control Delay (s) 12.3 - - -
HCM Lane LOS B - - -
HCM 95th %tile Q(veh) 0.5 - - -
336
HCM 6th TWSC
104: Amargosa Road 07/15/2021
Victorville Retail Development TIA OY WP AM 12:00 am 07/14/2021 OY WP AM Synchro 11 Report Kimley-Horn Page 4
Intersection
Int Delay, s/veh 0.2
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 17 0 444 559 37
Future Vol, veh/h 0 17 0 444 559 37
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
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, % 2 2 2 2 2 2
Mvmt Flow 0 18 0 483 608 40
Major/Minor Minor2 Major1 Major2
Conflicting Flow All - 324 - 0 - 0
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - 6.94 - - - -
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - 3.32 - - - -
Pot Cap-1 Maneuver 0 672 0 - - -
Stage 1 0 - 0 - - -
Stage 2 0 - 0 - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 672 - - - -
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach EB NB SB
HCM Control Delay, s 10.5 0 0

HCM LOS B
Minor Lane/Major Mvmt NBT EBLn1 SBT SBR
Capacity (veh/h) - 672 - -
HCM Lane V/C Ratio - 0.027 - -
HCM Control Delay (s) - 10.5 - -
HCM Lane LOS - B - -
HCM 95th %tile Q(veh) - 0.1 - -
337
HCM 6th Signalized Intersection Summary
1: Mojave Dr/Mojave Drive & El Evado Road 07/14/2021
Victorville Retail Development TIA OY WP PM 12:00 am 07/14/2021 OY WP PM Synchro 11 Report Kimley-Horn Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 61 623 172 116 684 182 182 152 79 101 137 47 Future Volume (veh/h) 61 623 172 116 684 182 182 152 79 101 137 47 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1673 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 64 656 181 122 720 192 192 160 83 106 144 49 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 92 892 454 152 1019 511 239 254 271 133 192 63 Arrive On Green 0.06 0.26 0.30 0.10 0.30 0.34 0.15 0.14 0.18 0.08 0.08 0.11 Sat Flow, veh/h 1594 3367 1502 1594 3367 1502 1594 1772 1502 1594 2491 817 Grp Volume(v), veh/h 64 656 181 122 720 192 192 160 83 106 96 97 Grp Sat Flow(s),veh/h/ln 1594 1683 1502 1594 1683 1502 1594 1772 1502 1594 1683 1625 Q Serve(g_s), s 2.1 9.5 5.1 4.0 10.1 5.2 6.2 4.5 2.6 3.5 3.0 3.1 Cycle Q Clear(g_c), s 2.1 9.5 5.1 4.0 10.1 5.2 6.2 4.5 2.6 3.5 3.0 3.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.50
Lane Grp Cap(c), veh/h 92 892 454 152 1019 511 239 254 271 133 129 125 V/C Ratio(X) 0.70 0.74 0.40 0.80 0.71 0.38 0.80 0.63 0.31 0.80 0.74 0.78 Avail Cap(c_a), veh/h 224 2086 987 284 2212 1043 464 1331 1184 464 1264 1220 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 24.6 17.9 14.7 23.6 16.5 13.3 21.9 21.5 18.9 24.0 24.1 23.6 Incr Delay (d2), s/veh 9.2 1.2 0.6 9.5 0.9 0.5 6.2 2.6 0.6 10.2 7.9 10.0 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 0.9 3.0 1.4 1.7 3.1 1.4 2.3 1.7 0.8 1.5 1.3 1.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 33.9 19.1 15.3 33.1 17.4 13.7 28.1 24.1 19.6 34.2 32.0 33.7 LnGrp LOS C B B C B B C C B C C C
Approach Vol, veh/h 901 1034 435 299
Approach Delay, s/veh 19.4 18.6 25.0 33.3
Approach LOS B B C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 9.0 14.1 9.6 20.6 12.5 10.6 7.6 22.6 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 15.5 42.0 9.5 35.0 15.5 42.0 7.5 37.0 Max Q Clear Time (g_c+I1), s 5.5 6.5 6.0 11.5 8.2 5.1 4.1 12.1 Green Ext Time (p_c), s 0.1 1.0 0.1 4.6 0.3 1.0 0.0 5.2 Intersection Summary
HCM 6th Ctrl Delay 21.5
HCM 6th LOS C
338
HCM 6th Signalized Intersection Summary
2: Amargosa Road & Mojave Drive 07/16/2021
Victorville Retail Development TIA OY WP PM 12:00 am 07/14/2021 OY WP PM Synchro 11 Report Kimley-Horn Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 102 570 236 183 695 78 298 428 175 51 353 51 Future Volume (veh/h) 102 570 236 183 695 78 298 428 175 51 353 51 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1673 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 103 576 238 185 702 79 301 432 177 52 357 52 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 129 759 384 132 1274 142 279 941 465 74 446 64 Arrive On Green 0.08 0.23 0.26 0.08 0.29 0.29 0.18 0.28 0.31 0.05 0.15 0.18 Sat Flow, veh/h 1594 3367 1502 1594 4415 493 1594 3367 1502 1594 2952 426 Grp Volume(v), veh/h 103 576 238 185 511 270 301 432 177 52 202 207 Grp Sat Flow(s),veh/h/ln 1594 1683 1502 1594 1612 1683 1594 1683 1502 1594 1683 1695 Q Serve(g_s), s 4.2 10.5 9.2 5.5 8.8 8.9 11.5 7.0 6.1 2.1 7.6 7.7 Cycle Q Clear(g_c), s 4.2 10.5 9.2 5.5 8.8 8.9 11.5 7.0 6.1 2.1 7.6 7.7 Prop In Lane 1.00 1.00 1.00 0.29 1.00 1.00 1.00 0.25
Lane Grp Cap(c), veh/h 129 759 384 132 931 486 279 941 465 74 254 256 V/C Ratio(X) 0.80 0.76 0.62 1.40 0.55 0.56 1.08 0.46 0.38 0.70 0.80 0.81 Avail Cap(c_a), veh/h 255 1742 823 206 1767 922 279 2409 1120 158 1076 1084 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 29.7 23.8 21.6 30.1 19.8 19.8 27.1 19.6 17.7 30.9 26.9 26.7 Incr Delay (d2), s/veh 10.8 1.6 1.6 212.5 0.5 1.0 76.5 0.4 0.5 11.2 5.6 6.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.8 3.8 2.9 9.7 2.9 3.1 9.8 2.4 1.8 1.0 3.1 3.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 40.5 25.4 23.2 242.6 20.3 20.8 103.6 19.9 18.2 42.0 32.5 32.7 LnGrp LOS D C C F C C F B B D C C
Approach Vol, veh/h 917 966 910 461
Approach Delay, s/veh 26.5 63.0 47.3 33.7
Approach LOS C E D C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 7.6 24.8 11.9 21.3 16.0 16.4 9.8 23.4 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 6.5 49.0 10.5 36.0 11.5 44.0 10.5 36.0 Max Q Clear Time (g_c+I1), s 4.1 9.0 7.5 12.5 13.5 9.7 6.2 10.9 Green Ext Time (p_c), s 0.0 3.4 0.1 4.3 0.0 2.2 0.1 4.7 Intersection Summary
HCM 6th Ctrl Delay 44.2
HCM 6th LOS D
339
HCM 6th Signalized Intersection Summary
3: Village Drive & Mojave Drive 07/14/2021
Victorville Retail Development TIA OY WP PM 12:00 am 07/14/2021 OY WP PM Synchro 11 Report Kimley-Horn Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 85 695 12 71 919 497 24 15 83 590 15 113 Future Volume (veh/h) 85 695 12 71 919 497 24 15 83 590 15 113 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1673 1772 1772 1772 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 86 702 12 72 928 502 24 15 84 607 0 114 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 85 1537 26 90 970 514 58 36 112 702 0 331
Arrive On Green 0.05 0.45 0.47 0.06 0.46 0.48 0.07 0.06 0.07 0.22 0.00 0.22 Sat Flow, veh/h 1594 3387 58 1594 2126 1127 1058 661 1502 3188 0 1502 Grp Volume(v), veh/h 86 349 365 72 731 699 39 0 84 607 0 114 Grp Sat Flow(s),veh/h/ln 1594 1683 1762 1594 1683 1569 1719 0 1502 1594 0 1502 Q Serve(g_s), s 5.5 14.6 14.6 4.6 42.8 44.7 2.2 0.0 5.6 18.8 0.0 6.6 Cycle Q Clear(g_c), s 5.5 14.6 14.6 4.6 42.8 44.7 2.2 0.0 5.6 18.8 0.0 6.6 Prop In Lane 1.00 0.03 1.00 0.72 0.62 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 85 764 799 90 769 716 95 0 112 702 0 331 V/C Ratio(X) 1.01 0.46 0.46 0.80 0.95 0.98 0.41 0.00 0.75 0.86 0.00 0.34 Avail Cap(c_a), veh/h 85 764 799 179 779 727 268 0 263 901 0 425 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 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 48.5 19.3 19.3 47.8 26.8 26.6 46.3 0.0 46.5 38.5 0.0 33.7 Incr Delay (d2), s/veh 99.1 0.4 0.4 15.0 21.0 27.2 2.8 0.0 9.6 7.2 0.0 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.5 5.5 5.7 2.2 20.2 20.5 1.0 0.0 2.4 7.7 0.0 2.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 147.7 19.7 19.7 62.9 47.8 53.8 49.1 0.0 56.1 45.7 0.0 34.4 LnGrp LOS F B B E D D D A E D A C
Approach Vol, veh/h 800 1502 123 721
Approach Delay, s/veh 33.5 51.3 53.9 43.9
Approach LOS C D D D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 10.3 53.1 27.1 10.0 53.3 12.2
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 11.5 43.5 29.0 5.5 49.5 18.0 Max Q Clear Time (g_c+I1), s 6.6 16.6 20.8 7.5 46.7 7.6 Green Ext Time (p_c), s 0.0 4.3 1.8 0.0 2.1 0.3
Intersection Summary
HCM 6th Ctrl Delay 45.2
HCM 6th LOS D
Notes
User approved volume balancing among the lanes for turning movement. 340
HCM 6th Signalized Intersection Summary
4: Amargosa Road & Hook Boulevard/Roy Rogers Drive 07/14/2021 Victorville Retail Development TIA OY WP PM 12:00 am 07/14/2021 OY WP PM Synchro 11 Report Kimley-Horn Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 121 462 34 224 641 262 56 395 167 244 345 97 Future Volume (veh/h) 121 462 34 224 641 262 56 395 167 244 345 97 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1673 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 127 486 36 236 675 276 59 416 176 257 363 102 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 156 1631 120 392 1207 748 133 514 267 334 578 160 Arrive On Green 0.10 0.51 0.54 0.38 0.36 0.38 0.05 0.15 0.18 0.11 0.22 0.25 Sat Flow, veh/h 1594 3178 235 787 3367 1502 2910 3367 1502 2910 2603 722 Grp Volume(v), veh/h 127 257 265 236 675 276 59 416 176 257 233 232 Grp Sat Flow(s),veh/h/ln 1594 1683 1730 787 1683 1502 1455 1683 1502 1455 1683 1642 Q Serve(g_s), s 6.2 7.0 7.0 21.0 12.8 9.0 1.6 9.5 8.7 6.8 10.0 10.2 Cycle Q Clear(g_c), s 6.2 7.0 7.0 21.0 12.8 9.0 1.6 9.5 8.7 6.8 10.0 10.2 Prop In Lane 1.00 0.14 1.00 1.00 1.00 1.00 1.00 0.44
Lane Grp Cap(c), veh/h 156 864 887 392 1207 748 133 514 267 334 373 364 V/C Ratio(X) 0.81 0.30 0.30 0.60 0.56 0.37 0.44 0.81 0.66 0.77 0.62 0.64 Avail Cap(c_a), veh/h 250 1361 1398 579 2004 1104 201 1034 499 492 686 669 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 35.3 11.2 11.1 21.6 20.5 12.3 37.1 32.7 30.5 34.3 28.0 27.7 Incr Delay (d2), s/veh 10.2 0.2 0.2 1.5 0.4 0.3 2.3 3.1 2.8 4.3 1.7 1.9 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 2.2 2.2 3.6 4.6 2.6 0.6 3.8 3.1 2.5 3.9 3.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 45.4 11.4 11.3 23.1 20.9 12.6 39.4 35.8 33.3 38.6 29.7 29.6 LnGrp LOS D B B C C B D D C D C C
Approach Vol, veh/h 649 1187 651 722
Approach Delay, s/veh 18.0 19.4 35.4 32.8
Approach LOS B B D C
Timer - Assigned Phs 1 2 4 5 6 7 8
Phs Duration (G+Y+Rc), s 13.7 18.7 47.4 8.1 24.2 12.3 35.1 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 13.5 26.5 66.5 5.5 34.5 12.5 49.5 Max Q Clear Time (g_c+I1), s 8.8 11.5 9.0 3.6 12.2 8.2 23.0 Green Ext Time (p_c), s 0.3 2.7 2.9 0.0 2.5 0.1 7.6
Intersection Summary
HCM 6th Ctrl Delay 25.4
HCM 6th LOS C
341
HCM 6th TWSC
101: Mojave Drive 07/15/2021
Victorville Retail Development TIA OY WP PM 12:00 am 07/14/2021 OY WP PM Synchro 11 Report Kimley-Horn Page 1
Intersection
Int Delay, s/veh 0.7
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 959 17 70 974 0 50
Future Vol, veh/h 959 17 70 974 0 50
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 180 - - 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 1042 18 76 1059 0 54
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 1060 0 - 530
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - - 4.14 - - 6.94
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - - 2.22 - - 3.32
Pot Cap-1 Maneuver - - 653 - 0 493
Stage 1 - - - - 0 -
Stage 2 - - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 653 - - 493
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach EB WB NB
HCM Control Delay, s 0 0.8 13.2

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 493 - - 653 -
HCM Lane V/C Ratio 0.11 - - 0.117 -
HCM Control Delay (s) 13.2 - - 11.2 -
HCM Lane LOS B - - B -
HCM 95th %tile Q(veh) 0.4 - - 0.4 -
342
HCM 6th TWSC
102: Mojave Drive 07/15/2021
Victorville Retail Development TIA OY WP PM 12:00 am 07/14/2021 OY WP PM Synchro 11 Report Kimley-Horn Page 2
Intersection
Int Delay, s/veh 0.3
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 957 35 0 1044 0 44
Future Vol, veh/h 957 35 0 1044 0 44
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - 180 - - - 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 1040 38 0 1135 0 48
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 520
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - - - - - 6.94
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - - - - - 3.32
Pot Cap-1 Maneuver - - 0 - 0 501
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 501
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach EB WB NB
HCM Control Delay, s 0 0 12.9

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 501 - - -
HCM Lane V/C Ratio 0.095 - - -
HCM Control Delay (s) 12.9 - - -
HCM Lane LOS B - - -
HCM 95th %tile Q(veh) 0.3 - - -
343
HCM 6th TWSC
103: Mojave Drive 07/15/2021
Victorville Retail Development TIA OY WP PM 12:00 am 07/14/2021 OY WP PM Synchro 11 Report Kimley-Horn Page 3
Intersection
Int Delay, s/veh 0.6
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 890 76 0 1044 0 94
Future Vol, veh/h 890 76 0 1044 0 94
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - 0 - - - 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 967 83 0 1135 0 102
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 484
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - - - - - 6.94
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - - - - - 3.32
Pot Cap-1 Maneuver - - 0 - 0 529
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 529
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach EB WB NB
HCM Control Delay, s 0 0 13.4

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 529 - - -
HCM Lane V/C Ratio 0.193 - - -
HCM Control Delay (s) 13.4 - - -
HCM Lane LOS B - - -
HCM 95th %tile Q(veh) 0.7 - - -
344
HCM 6th TWSC
104: Amargosa Road 07/15/2021
Victorville Retail Development TIA OY WP PM 12:00 am 07/14/2021 OY WP PM Synchro 11 Report Kimley-Horn Page 4
Intersection
Int Delay, s/veh 0.1
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 19 0 901 729 43
Future Vol, veh/h 0 19 0 901 729 43
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
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, % 2 2 2 2 2 2
Mvmt Flow 0 21 0 979 792 47
Major/Minor Minor2 Major1 Major2
Conflicting Flow All - 420 - 0 - 0
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - 6.94 - - - -
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - 3.32 - - - -
Pot Cap-1 Maneuver 0 582 0 - - -
Stage 1 0 - 0 - - -
Stage 2 0 - 0 - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 582 - - - -
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach EB NB SB
HCM Control Delay, s 11.4 0 0

HCM LOS B
Minor Lane/Major Mvmt NBT EBLn1 SBT SBR
Capacity (veh/h) - 582 - -
HCM Lane V/C Ratio - 0.035 - -
HCM Control Delay (s) - 11.4 - -
HCM Lane LOS - B - -
HCM 95th %tile Q(veh) - 0.1 - -
345
HCM 6th Signalized Intersection Summary
1: Mojave Dr/Mojave Drive & El Evado Road 07/15/2021
Victorville Retail Development TIA FY AM 12:00 am 07/14/2021 FY AM Synchro 11 Report Kimley-Horn Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 42 564 115 62 359 74 124 91 45 128 105 46 Future Volume (veh/h) 42 564 115 62 359 74 124 91 45 128 105 46 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1772 1870 1870 1772 1870 1870 1772 1870 1870 1772 1870 1870 Adj Flow Rate, veh/h 42 564 115 62 359 74 124 91 45 128 105 46 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 78 842 452 104 896 476 160 134 190 165 183 76 Arrive On Green 0.05 0.24 0.29 0.06 0.25 0.30 0.09 0.07 0.12 0.10 0.07 0.12 Sat Flow, veh/h 1688 3554 1585 1688 3554 1585 1688 1870 1585 1688 2447 1017 Grp Volume(v), veh/h 42 564 115 62 359 74 124 91 45 128 75 76 Grp Sat Flow(s),veh/h/ln 1688 1777 1585 1688 1777 1585 1688 1870 1585 1688 1777 1687 Q Serve(g_s), s 1.0 6.0 2.3 1.5 3.5 1.4 3.0 2.0 1.1 3.1 1.7 1.8 Cycle Q Clear(g_c), s 1.0 6.0 2.3 1.5 3.5 1.4 3.0 2.0 1.1 3.1 1.7 1.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.60
Lane Grp Cap(c), veh/h 78 842 452 104 896 476 160 134 190 165 133 126 V/C Ratio(X) 0.54 0.67 0.25 0.60 0.40 0.16 0.78 0.68 0.24 0.77 0.56 0.61 Avail Cap(c_a), veh/h 265 2836 1342 347 3008 1418 633 1855 1648 633 1762 1673 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 19.3 14.3 11.4 18.9 12.9 10.6 18.3 18.7 16.5 18.2 18.5 17.9 Incr Delay (d2), s/veh 5.6 0.9 0.3 5.4 0.3 0.2 7.8 6.0 0.6 7.5 3.7 4.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 1.8 0.6 0.6 1.0 0.3 1.2 0.9 0.3 1.3 0.7 0.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 24.9 15.2 11.7 24.3 13.1 10.8 26.1 24.7 17.1 25.7 22.2 22.6 LnGrp LOS C B B C B B C C B C C C
Approach Vol, veh/h 721 495 260 279
Approach Delay, s/veh 15.2 14.2 24.1 23.9
Approach LOS B B C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 8.5 9.5 7.0 16.3 8.4 9.6 6.4 16.9 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 15.5 43.0 8.5 35.0 15.5 43.0 6.5 37.0 Max Q Clear Time (g_c+I1), s 5.1 4.0 3.5 8.0 5.0 3.8 3.0 5.5 Green Ext Time (p_c), s 0.2 0.6 0.0 3.8 0.2 0.8 0.0 2.4 Intersection Summary
HCM 6th Ctrl Delay 17.6
HCM 6th LOS B
346
HCM 6th Signalized Intersection Summary
2: Amargosa Road & Mojave Drive 07/15/2021
Victorville Retail Development TIA FY AM 12:00 am 07/14/2021 FY AM Synchro 11 Report Kimley-Horn Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 50 559 189 120 351 44 97 299 139 44 262 37 Future Volume (veh/h) 50 559 189 120 351 44 97 299 139 44 262 37 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1772 1870 1870 1772 1870 1870 1772 1870 1870 1772 1870 1870 Adj Flow Rate, veh/h 50 559 189 120 351 44 97 299 139 44 262 37 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 87 830 441 71 1440 177 131 520 302 79 361 50 Arrive On Green 0.05 0.23 0.28 0.04 0.31 0.31 0.08 0.15 0.19 0.05 0.12 0.16 Sat Flow, veh/h 1688 3554 1585 1688 4607 565 1688 3554 1585 1688 3131 437 Grp Volume(v), veh/h 50 559 189 120 257 138 97 299 139 44 147 152 Grp Sat Flow(s),veh/h/ln 1688 1777 1585 1688 1702 1769 1688 1777 1585 1688 1777 1792 Q Serve(g_s), s 1.3 6.5 4.4 1.9 2.5 2.6 2.5 3.5 3.5 1.2 3.6 3.7 Cycle Q Clear(g_c), s 1.3 6.5 4.4 1.9 2.5 2.6 2.5 3.5 3.5 1.2 3.6 3.7 Prop In Lane 1.00 1.00 1.00 0.32 1.00 1.00 1.00 0.24
Lane Grp Cap(c), veh/h 87 830 441 71 1064 553 131 520 302 79 205 207 V/C Ratio(X) 0.57 0.67 0.43 1.70 0.24 0.25 0.74 0.58 0.46 0.56 0.72 0.73 Avail Cap(c_a), veh/h 318 2675 1263 504 3240 1683 430 3225 1509 280 1455 1467 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 20.9 15.7 13.4 21.6 11.5 11.6 20.4 18.0 16.2 21.1 19.3 19.1 Incr Delay (d2), s/veh 5.9 1.0 0.7 327.4 0.1 0.2 7.8 1.0 1.1 5.9 4.7 5.0 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 0.6 2.0 1.2 7.0 0.7 0.8 1.1 1.2 1.1 0.5 1.4 1.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 26.8 16.7 14.0 349.0 11.7 11.8 28.2 19.0 17.3 27.0 24.0 24.1 LnGrp LOS C B B F B B C B B C C C
Approach Vol, veh/h 798 515 535 343
Approach Delay, s/veh 16.7 90.3 20.2 24.4
Approach LOS B F C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 6.6 13.1 8.4 17.1 8.0 11.7 6.8 18.6 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 7.5 43.0 15.5 36.0 11.5 39.0 8.5 43.0 Max Q Clear Time (g_c+I1), s 3.2 5.5 3.9 8.5 4.5 5.7 3.3 4.6 Green Ext Time (p_c), s 0.0 2.3 0.2 4.1 0.1 1.5 0.0 2.3 Intersection Summary
HCM 6th Ctrl Delay 36.1
HCM 6th LOS D
347
HCM 6th Signalized Intersection Summary
3: Village Drive & Mojave Drive 07/15/2021
Victorville Retail Development TIA FY AM 12:00 am 07/14/2021 FY AM Synchro 11 Report Kimley-Horn Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 55 723 5 28 447 311 10 11 87 404 17 47 Future Volume (veh/h) 55 723 5 28 447 311 10 11 87 404 17 47 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1772 1870 1870 1772 1870 1870 1870 1870 1870 1772 1870 1870 Adj Flow Rate, veh/h 55 723 5 28 447 311 10 11 87 416 0 47 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 89 1156 8 54 600 415 33 36 121 620 0 291
Arrive On Green 0.05 0.32 0.36 0.03 0.30 0.34 0.08 0.04 0.08 0.18 0.00 0.18 Sat Flow, veh/h 1688 3618 25 1688 2008 1389 870 957 1585 3375 0 1585 Grp Volume(v), veh/h 55 355 373 28 395 363 21 0 87 416 0 47 Grp Sat Flow(s),veh/h/ln 1688 1777 1866 1688 1777 1620 1827 0 1585 1688 0 1585 Q Serve(g_s), s 1.6 8.8 8.8 0.8 10.3 10.3 0.6 0.0 2.8 5.9 0.0 1.3 Cycle Q Clear(g_c), s 1.6 8.8 8.8 0.8 10.3 10.3 0.6 0.0 2.8 5.9 0.0 1.3 Prop In Lane 1.00 0.01 1.00 0.86 0.48 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 89 568 596 54 531 484 69 0 121 620 0 291 V/C Ratio(X) 0.62 0.63 0.63 0.52 0.74 0.75 0.30 0.00 0.72 0.67 0.00 0.16 Avail Cap(c_a), veh/h 311 1501 1576 213 1397 1274 585 0 569 2064 0 969 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 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 23.9 14.9 14.9 24.5 16.3 15.5 23.7 0.0 23.2 19.6 0.0 17.7 Incr Delay (d2), s/veh 6.7 1.1 1.1 7.5 2.1 2.4 2.4 0.0 7.6 1.3 0.0 0.3 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 3.0 3.2 0.4 3.7 3.3 0.3 0.0 1.2 2.0 0.0 0.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 30.6 16.0 16.0 32.0 18.4 17.8 26.1 0.0 30.9 20.9 0.0 17.9 LnGrp LOS C B B C B B C A C C A B
Approach Vol, veh/h 783 786 108 463
Approach Delay, s/veh 17.0 18.6 30.0 20.6
Approach LOS B B C C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 6.2 23.0 14.0 7.2 21.9 8.4
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 6.5 45.5 31.5 9.5 42.5 18.5 Max Q Clear Time (g_c+I1), s 2.8 10.8 7.9 3.6 12.3 4.8
Green Ext Time (p_c), s 0.0 4.6 1.6 0.0 5.1 0.3
Intersection Summary
HCM 6th Ctrl Delay 19.0
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement. 348
HCM 6th Signalized Intersection Summary
4: Amargosa Road & Hook Boulevard/Roy Rogers Drive 07/15/2021 Victorville Retail Development TIA FY AM 12:00 am 07/14/2021 FY AM Synchro 11 Report Kimley-Horn Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 53 358 84 127 281 115 22 200 143 194 272 44 Future Volume (veh/h) 53 358 84 127 281 115 22 200 143 194 272 44 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1772 1870 1870 1772 1870 1870 1673 1870 1870 1673 1870 1870 Adj Flow Rate, veh/h 53 358 84 127 281 115 22 200 143 194 272 44 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 93 1020 237 389 688 552 83 421 264 331 609 97 Arrive On Green 0.05 0.36 0.40 0.24 0.19 0.24 0.03 0.12 0.17 0.11 0.20 0.25 Sat Flow, veh/h 1688 2864 664 898 3554 1585 3092 3554 1585 3092 3069 490 Grp Volume(v), veh/h 53 221 221 127 281 115 22 200 143 194 156 160 Grp Sat Flow(s),veh/h/ln 1688 1777 1751 898 1777 1585 1546 1777 1585 1546 1777 1782 Q Serve(g_s), s 1.3 3.8 3.8 5.2 2.9 2.1 0.3 2.2 3.5 2.5 3.2 3.3 Cycle Q Clear(g_c), s 1.3 3.8 3.8 5.2 2.9 2.1 0.3 2.2 3.5 2.5 3.2 3.3 Prop In Lane 1.00 0.38 1.00 1.00 1.00 1.00 1.00 0.28
Lane Grp Cap(c), veh/h 93 633 624 389 688 552 83 421 264 331 353 354 V/C Ratio(X) 0.57 0.35 0.36 0.33 0.41 0.21 0.26 0.48 0.54 0.59 0.44 0.45 Avail Cap(c_a), veh/h 545 2570 2532 1127 3610 1856 554 2081 1004 1293 1465 1470 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 19.3 9.9 9.6 14.0 14.8 9.6 19.9 17.2 16.0 17.8 14.7 14.5 Incr Delay (d2), s/veh 5.4 0.3 0.3 0.5 0.4 0.2 1.7 0.8 1.7 1.7 0.9 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 0.5 1.0 1.0 0.8 0.9 0.5 0.1 0.8 1.1 0.8 1.1 1.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 24.7 10.2 10.0 14.5 15.2 9.8 21.6 18.1 17.7 19.5 15.6 15.4 LnGrp LOS C B A B B A C B B B B B
Approach Vol, veh/h 495 523 365 510
Approach Delay, s/veh 11.7 13.8 18.1 17.0
Approach LOS B B B B
Timer - Assigned Phs 1 2 4 5 6 7 8
Phs Duration (G+Y+Rc), s 9.0 11.5 21.4 5.6 14.8 6.8 14.6 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 17.5 26.5 62.5 7.5 36.5 13.5 44.5 Max Q Clear Time (g_c+I1), s 4.5 5.5 5.8 2.3 5.3 3.3 7.2 Green Ext Time (p_c), s 0.5 1.5 2.5 0.0 1.7 0.1 2.9
Intersection Summary
HCM 6th Ctrl Delay 14.9
HCM 6th LOS B
349
HCM 6th Signalized Intersection Summary
1: Mojave Dr/Mojave Drive & El Evado Road 07/14/2021
Victorville Retail Development TIA FY PM 12:00 am 07/14/2021 FY PM Synchro 11 Report Kimley-Horn Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 71 661 207 112 677 175 236 202 82 96 168 54 Future Volume (veh/h) 71 661 207 112 677 175 236 202 82 96 168 54 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1772 1870 1870 1772 1870 1870 1772 1870 1870 1772 1870 1870 Adj Flow Rate, veh/h 71 661 207 112 677 175 236 202 82 96 168 54 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 102 914 466 142 998 503 291 345 350 122 224 70 Arrive On Green 0.06 0.26 0.29 0.08 0.28 0.32 0.17 0.18 0.22 0.07 0.08 0.12 Sat Flow, veh/h 1688 3554 1585 1688 3554 1585 1688 1870 1585 1688 2668 830 Grp Volume(v), veh/h 71 661 207 112 677 175 236 202 82 96 110 112 Grp Sat Flow(s),veh/h/ln 1688 1777 1585 1688 1777 1585 1688 1870 1585 1688 1777 1721 Q Serve(g_s), s 2.3 9.3 5.8 3.6 9.3 4.6 7.4 5.4 2.3 3.1 3.3 3.5 Cycle Q Clear(g_c), s 2.3 9.3 5.8 3.6 9.3 4.6 7.4 5.4 2.3 3.1 3.3 3.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.48
Lane Grp Cap(c), veh/h 102 914 466 142 998 503 291 345 350 122 149 145 V/C Ratio(X) 0.70 0.72 0.44 0.79 0.68 0.35 0.81 0.59 0.23 0.78 0.74 0.77 Avail Cap(c_a), veh/h 231 2143 1014 262 2208 1043 509 1469 1303 416 1299 1258 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 25.2 18.6 15.7 24.6 17.5 14.3 21.8 20.4 17.5 25.0 24.5 24.1 Incr Delay (d2), s/veh 8.3 1.1 0.7 9.4 0.8 0.4 5.3 1.6 0.3 10.4 6.9 8.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.0 3.2 1.7 1.6 3.1 1.4 2.8 2.1 0.7 1.4 1.5 1.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 33.5 19.7 16.4 34.0 18.3 14.7 27.1 22.0 17.9 35.4 31.3 32.5 LnGrp LOS C B B C B B C C B D C C
Approach Vol, veh/h 939 964 520 318
Approach Delay, s/veh 20.0 19.5 23.7 33.0
Approach LOS B B C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 8.5 16.6 9.1 20.6 14.0 11.1 7.8 21.9 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 13.5 45.0 8.5 35.0 16.5 42.0 7.5 36.0 Max Q Clear Time (g_c+I1), s 5.1 7.4 5.6 11.3 9.4 5.5 4.3 11.3 Green Ext Time (p_c), s 0.1 1.3 0.1 4.8 0.4 1.1 0.0 4.8 Intersection Summary
HCM 6th Ctrl Delay 22.0
HCM 6th LOS C
350
HCM 6th Signalized Intersection Summary
2: Amargosa Road & Mojave Drive 07/14/2021
Victorville Retail Development TIA FY PM 12:00 am 07/14/2021 FY PM Synchro 11 Report Kimley-Horn Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 64 569 232 161 696 92 270 479 175 54 356 58 Future Volume (veh/h) 64 569 232 161 696 92 270 479 175 54 356 58 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1772 1870 1870 1772 1870 1870 1772 1870 1870 1772 1870 1870 Adj Flow Rate, veh/h 64 569 232 161 696 92 270 479 175 54 356 58 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 91 776 397 95 1304 171 319 1027 509 83 455 74 Arrive On Green 0.05 0.22 0.25 0.06 0.29 0.29 0.19 0.29 0.32 0.05 0.15 0.18 Sat Flow, veh/h 1688 3554 1585 1688 4568 598 1688 3554 1585 1688 3064 495 Grp Volume(v), veh/h 64 569 232 161 517 271 270 479 175 54 205 209 Grp Sat Flow(s),veh/h/ln 1688 1777 1585 1688 1702 1763 1688 1777 1585 1688 1777 1781 Q Serve(g_s), s 2.3 9.2 8.0 3.5 7.9 8.0 9.6 6.9 5.2 1.9 6.9 7.0 Cycle Q Clear(g_c), s 2.3 9.2 8.0 3.5 7.9 8.0 9.6 6.9 5.2 1.9 6.9 7.0 Prop In Lane 1.00 1.00 1.00 0.34 1.00 1.00 1.00 0.28
Lane Grp Cap(c), veh/h 91 776 397 95 972 503 319 1027 509 83 264 265 V/C Ratio(X) 0.70 0.73 0.58 1.69 0.53 0.54 0.85 0.47 0.34 0.65 0.78 0.79 Avail Cap(c_a), veh/h 259 1949 921 259 2087 1081 395 2522 1176 231 1089 1092 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 28.8 22.5 20.4 29.2 18.7 18.7 24.3 18.1 16.1 29.0 25.4 25.2 Incr Delay (d2), s/veh 9.4 1.4 1.4 327.8 0.5 0.9 13.1 0.3 0.4 8.4 4.9 5.2 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 1.1 3.4 2.6 9.9 2.7 2.8 4.5 2.4 1.6 0.9 2.9 2.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 38.2 23.9 21.7 357.0 19.1 19.6 37.3 18.4 16.5 37.4 30.3 30.4 LnGrp LOS D C C F B B D B B D C C
Approach Vol, veh/h 865 949 924 468
Approach Delay, s/veh 24.4 76.6 23.6 31.1
Approach LOS C E C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 7.5 24.4 9.9 20.0 16.2 15.7 7.8 22.1 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 8.5 46.0 11.5 36.0 14.5 40.0 9.5 38.0 Max Q Clear Time (g_c+I1), s 3.9 8.9 5.5 11.2 11.6 9.0 4.3 10.0 Green Ext Time (p_c), s 0.0 3.7 0.2 4.3 0.2 2.2 0.0 4.8 Intersection Summary
HCM 6th Ctrl Delay 40.6
HCM 6th LOS D
351
HCM 6th Signalized Intersection Summary
3: Village Drive & Mojave Drive 07/14/2021
Victorville Retail Development TIA FY PM 12:00 am 07/14/2021 FY PM Synchro 11 Report Kimley-Horn Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 72 691 13 71 941 497 26 15 83 590 15 106 Future Volume (veh/h) 72 691 13 71 941 497 26 15 83 590 15 106 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1772 1870 1870 1772 1870 1870 1870 1870 1870 1772 1870 1870 Adj Flow Rate, veh/h 72 691 13 71 941 497 26 15 83 601 0 106 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 91 1628 31 90 1032 534 59 34 114 716 0 336
Arrive On Green 0.05 0.46 0.48 0.05 0.46 0.48 0.07 0.05 0.07 0.21 0.00 0.21 Sat Flow, veh/h 1688 3568 67 1688 2264 1172 1150 663 1585 3375 0 1585 Grp Volume(v), veh/h 72 344 360 71 734 704 41 0 83 601 0 106 Grp Sat Flow(s),veh/h/ln 1688 1777 1858 1688 1777 1659 1813 0 1585 1688 0 1585 Q Serve(g_s), s 4.1 12.7 12.7 4.0 37.2 38.7 2.1 0.0 5.0 16.6 0.0 5.5 Cycle Q Clear(g_c), s 4.1 12.7 12.7 4.0 37.2 38.7 2.1 0.0 5.0 16.6 0.0 5.5 Prop In Lane 1.00 0.04 1.00 0.71 0.63 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 91 811 848 90 810 756 93 0 114 716 0 336 V/C Ratio(X) 0.79 0.42 0.42 0.79 0.91 0.93 0.44 0.00 0.73 0.84 0.00 0.32 Avail Cap(c_a), veh/h 96 811 848 183 861 804 299 0 294 1026 0 482 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 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 45.4 17.8 17.8 45.4 24.5 24.2 44.0 0.0 44.1 36.6 0.0 32.3 Incr Delay (d2), s/veh 34.1 0.4 0.3 14.0 12.7 16.7 3.2 0.0 8.4 4.4 0.0 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.5 4.9 5.1 2.0 17.0 17.0 1.0 0.0 2.2 6.9 0.0 2.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 79.5 18.1 18.1 59.4 37.2 40.9 47.2 0.0 52.5 41.0 0.0 32.8 LnGrp LOS E B B E D D D A D D A C
Approach Vol, veh/h 776 1509 124 707
Approach Delay, s/veh 23.8 40.0 50.7 39.8
Approach LOS C D D D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 9.7 50.8 25.1 9.7 50.7 11.5
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 10.5 44.0 29.5 5.5 49.0 18.0 Max Q Clear Time (g_c+I1), s 6.0 14.7 18.6 6.1 40.7 7.0 Green Ext Time (p_c), s 0.0 4.3 2.0 0.0 5.5 0.3
Intersection Summary
HCM 6th Ctrl Delay 36.3
HCM 6th LOS D
Notes
User approved volume balancing among the lanes for turning movement. 352
HCM 6th Signalized Intersection Summary
4: Amargosa Road & Hook Boulevard/Roy Rogers Drive 07/14/2021 Victorville Retail Development TIA FY PM 12:00 am 07/14/2021 FY PM Synchro 11 Report Kimley-Horn Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 114 462 34 224 641 248 56 388 167 231 338 90 Future Volume (veh/h) 114 462 34 224 641 248 56 388 167 231 338 90 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1772 1870 1870 1772 1870 1870 1673 1870 1870 1673 1870 1870 Adj Flow Rate, veh/h 114 462 34 224 641 248 56 388 167 231 338 90 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 146 1633 120 418 1183 745 150 510 275 331 563 148 Arrive On Green 0.09 0.49 0.52 0.36 0.33 0.36 0.05 0.14 0.17 0.11 0.20 0.23 Sat Flow, veh/h 1688 3357 246 854 3554 1585 3092 3554 1585 3092 2785 731 Grp Volume(v), veh/h 114 244 252 224 641 248 56 388 167 231 214 214 Grp Sat Flow(s),veh/h/ln 1688 1777 1826 854 1777 1585 1546 1777 1585 1546 1777 1739 Q Serve(g_s), s 4.4 5.4 5.4 15.1 9.8 6.5 1.2 7.0 6.5 4.8 7.3 7.4 Cycle Q Clear(g_c), s 4.4 5.4 5.4 15.1 9.8 6.5 1.2 7.0 6.5 4.8 7.3 7.4 Prop In Lane 1.00 0.13 1.00 1.00 1.00 1.00 1.00 0.42
Lane Grp Cap(c), veh/h 146 865 889 418 1183 745 150 510 275 331 359 351 V/C Ratio(X) 0.78 0.28 0.28 0.54 0.54 0.33 0.37 0.76 0.61 0.70 0.60 0.61 Avail Cap(c_a), veh/h 342 1721 1769 730 2482 1324 255 1254 607 673 867 849 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 10.2 10.1 18.3 18.1 11.1 30.7 27.4 25.4 28.7 24.1 23.8 Incr Delay (d2), s/veh 8.9 0.2 0.2 1.1 0.4 0.3 1.5 2.4 2.2 2.7 1.6 1.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.0 1.7 1.7 2.6 3.5 1.9 0.4 2.8 2.4 1.7 2.9 2.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 38.7 10.3 10.3 19.4 18.5 11.3 32.2 29.8 27.6 31.3 25.7 25.5 LnGrp LOS D B B B B B C C C C C C
Approach Vol, veh/h 610 1113 611 659
Approach Delay, s/veh 15.6 17.1 29.4 27.6
Approach LOS B B C C
Timer - Assigned Phs 1 2 4 5 6 7 8
Phs Duration (G+Y+Rc), s 11.6 16.1 38.9 7.7 20.0 10.2 28.7 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 14.5 25.5 66.5 5.5 34.5 13.5 48.5 Max Q Clear Time (g_c+I1), s 6.8 9.0 7.4 3.2 9.4 6.4 17.1 Green Ext Time (p_c), s 0.4 2.6 2.7 0.0 2.3 0.1 7.1
Intersection Summary
HCM 6th Ctrl Delay 21.6
HCM 6th LOS C
353
HCM 6th Signalized Intersection Summary
1: Mojave Dr/Mojave Drive & El Evado Road 07/15/2021
Victorville Retail Development TIA FY WP AM 12:00 am 07/14/2021 FY WP AM Synchro 11 Report Kimley-Horn Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 42 576 115 73 370 85 124 91 57 140 105 46 Future Volume (veh/h) 42 576 115 73 370 85 124 91 57 140 105 46 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1772 1870 1870 1772 1870 1870 1772 1870 1870 1772 1870 1870 Adj Flow Rate, veh/h 42 576 115 73 370 85 124 91 57 140 105 46 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 78 850 453 115 928 488 160 130 185 181 202 84 Arrive On Green 0.05 0.24 0.29 0.07 0.26 0.31 0.09 0.07 0.12 0.11 0.08 0.13 Sat Flow, veh/h 1688 3554 1585 1688 3554 1585 1688 1870 1585 1688 2447 1017 Grp Volume(v), veh/h 42 576 115 73 370 85 124 91 57 140 75 76 Grp Sat Flow(s),veh/h/ln 1688 1777 1585 1688 1777 1585 1688 1870 1585 1688 1777 1687 Q Serve(g_s), s 1.0 6.3 2.4 1.8 3.7 1.7 3.1 2.0 1.4 3.4 1.7 1.8 Cycle Q Clear(g_c), s 1.0 6.3 2.4 1.8 3.7 1.7 3.1 2.0 1.4 3.4 1.7 1.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.60
Lane Grp Cap(c), veh/h 78 850 453 115 928 488 160 130 185 181 147 139 V/C Ratio(X) 0.54 0.68 0.25 0.64 0.40 0.17 0.78 0.70 0.31 0.77 0.51 0.55 Avail Cap(c_a), veh/h 257 2750 1301 336 2917 1375 574 1798 1598 613 1750 1662 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 19.9 14.7 11.7 19.4 13.0 10.8 18.9 19.4 17.3 18.5 18.7 18.2 Incr Delay (d2), s/veh 5.8 1.0 0.3 5.8 0.3 0.2 7.9 6.6 0.9 6.8 2.7 3.3 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 0.4 1.9 0.6 0.7 1.1 0.4 1.3 0.9 0.4 1.4 0.7 0.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 25.7 15.7 12.0 25.1 13.3 11.0 26.7 26.0 18.2 25.3 21.5 21.5 LnGrp LOS C B B C B B C C B C C C
Approach Vol, veh/h 733 528 272 291
Approach Delay, s/veh 15.7 14.5 24.7 23.3
Approach LOS B B C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 9.1 9.5 7.4 16.7 8.5 10.0 6.5 17.6 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 15.5 43.0 8.5 35.0 14.5 44.0 6.5 37.0 Max Q Clear Time (g_c+I1), s 5.4 4.0 3.8 8.3 5.1 3.8 3.0 5.7 Green Ext Time (p_c), s 0.2 0.6 0.0 3.9 0.2 0.8 0.0 2.5 Intersection Summary
HCM 6th Ctrl Delay 17.9
HCM 6th LOS B
354
HCM 6th Signalized Intersection Summary
2: Amargosa Road & Mojave Drive 07/15/2021
Victorville Retail Development TIA FY WP AM 12:00 am 07/14/2021 FY WP AM Synchro 11 Report Kimley-Horn Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 100 598 203 140 374 44 121 299 139 44 270 46 Future Volume (veh/h) 100 598 203 140 374 44 121 299 139 44 270 46 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1772 1870 1870 1772 1870 1870 1772 1870 1870 1772 1870 1870 Adj Flow Rate, veh/h 100 598 203 140 374 44 121 299 139 44 270 46 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 129 868 453 78 1379 159 155 589 328 78 366 62 Arrive On Green 0.08 0.24 0.29 0.05 0.30 0.30 0.09 0.17 0.21 0.05 0.12 0.16 Sat Flow, veh/h 1688 3554 1585 1688 4642 536 1688 3554 1585 1688 3043 512 Grp Volume(v), veh/h 100 598 203 140 272 146 121 299 139 44 156 160 Grp Sat Flow(s),veh/h/ln 1688 1777 1585 1688 1702 1774 1688 1777 1585 1688 1777 1778 Q Serve(g_s), s 2.8 7.4 5.1 2.2 2.9 3.0 3.4 3.7 3.7 1.2 4.1 4.2 Cycle Q Clear(g_c), s 2.8 7.4 5.1 2.2 2.9 3.0 3.4 3.7 3.7 1.2 4.1 4.2 Prop In Lane 1.00 1.00 1.00 0.30 1.00 1.00 1.00 0.29
Lane Grp Cap(c), veh/h 129 868 453 78 1011 527 155 589 328 78 214 214 V/C Ratio(X) 0.77 0.69 0.45 1.79 0.27 0.28 0.78 0.51 0.42 0.56 0.73 0.75 Avail Cap(c_a), veh/h 472 2504 1183 472 2681 1397 402 3020 1413 262 1363 1364 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/veh21.9 16.6 14.1 23.0 13.0 13.0 21.4 18.3 16.6 22.5 20.5 20.2 Incr Delay (d2), s/veh 9.5 1.0 0.7 367.1 0.1 0.3 8.3 0.7 0.9 6.3 4.8 5.2 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 1.3 2.4 1.4 8.7 0.9 0.9 1.5 1.3 1.1 0.5 1.6 1.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 31.3 17.5 14.8 390.1 13.1 13.3 29.8 19.0 17.5 28.8 25.2 25.4 LnGrp LOS C B B F B B C B B C C C
Approach Vol, veh/h 901 558 559 360
Approach Delay, s/veh 18.5 107.7 21.0 25.7
Approach LOS B F C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 6.7 14.5 8.7 18.3 8.9 12.3 8.2 18.8 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 7.5 43.0 15.5 36.0 11.5 39.0 13.5 38.0 Max Q Clear Time (g_c+I1), s 3.2 5.7 4.2 9.4 5.4 6.2 4.8 5.0 Green Ext Time (p_c), s 0.0 2.3 0.2 4.4 0.1 1.6 0.1 2.4 Intersection Summary
HCM 6th Ctrl Delay 41.1
HCM 6th LOS D
355
HCM 6th Signalized Intersection Summary
3: Village Drive & Mojave Drive 07/15/2021
Victorville Retail Development TIA FY WP AM 12:00 am 07/14/2021 FY WP AM Synchro 11 Report Kimley-Horn Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 66 751 5 28 477 311 10 11 87 404 17 59 Future Volume (veh/h) 66 751 5 28 477 311 10 11 87 404 17 59 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1772 1870 1870 1772 1870 1870 1870 1870 1870 1772 1870 1870 Adj Flow Rate, veh/h 66 751 5 28 477 311 10 11 87 416 0 59 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 99 1208 8 54 634 412 34 37 121 615 0 289
Arrive On Green 0.06 0.33 0.37 0.03 0.31 0.34 0.08 0.04 0.08 0.18 0.00 0.18 Sat Flow, veh/h 1688 3619 24 1688 2065 1341 870 957 1585 3375 0 1585 Grp Volume(v), veh/h 66 369 387 28 410 378 21 0 87 416 0 59 Grp Sat Flow(s),veh/h/ln 1688 1777 1866 1688 1777 1629 1827 0 1585 1688 0 1585 Q Serve(g_s), s 2.0 9.3 9.3 0.9 11.1 11.0 0.6 0.0 2.9 6.1 0.0 1.7 Cycle Q Clear(g_c), s 2.0 9.3 9.3 0.9 11.1 11.0 0.6 0.0 2.9 6.1 0.0 1.7 Prop In Lane 1.00 0.01 1.00 0.82 0.48 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 99 593 623 54 546 500 71 0 121 615 0 289 V/C Ratio(X) 0.67 0.62 0.62 0.52 0.75 0.76 0.30 0.00 0.72 0.68 0.00 0.20 Avail Cap(c_a), veh/h 333 1486 1560 206 1352 1240 566 0 551 1934 0 908 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 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh24.5 14.9 14.9 25.4 16.6 15.8 24.4 0.0 24.0 20.3 0.0 18.5 Incr Delay (d2), s/veh 7.5 1.1 1.0 7.6 2.1 2.4 2.3 0.0 7.7 1.3 0.0 0.3 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 0.9 3.2 3.3 0.4 4.0 3.5 0.3 0.0 1.2 2.1 0.0 0.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 32.1 16.0 15.9 33.0 18.7 18.2 26.7 0.0 31.7 21.6 0.0 18.8 LnGrp LOS C B B C B B C A C C A B
Approach Vol, veh/h 822 816 108 475
Approach Delay, s/veh 17.2 19.0 30.7 21.3
Approach LOS B B C C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 6.2 24.3 14.2 7.6 22.8 8.6
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 6.5 46.5 30.5 10.5 42.5 18.5 Max Q Clear Time (g_c+I1), s2.9 11.3 8.1 4.0 13.1 4.9
Green Ext Time (p_c), s 0.0 4.8 1.6 0.1 5.3 0.3
Intersection Summary
HCM 6th Ctrl Delay 19.4
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement. 356
HCM 6th Signalized Intersection Summary
4: Amargosa Road & Hook Boulevard/Roy Rogers Drive 07/15/2021 Victorville Retail Development TIA FY WP AM 12:00 am 07/14/2021 FY WP AM Synchro 11 Report Kimley-Horn Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 59 358 84 127 281 127 22 206 143 205 278 50 Future Volume (veh/h) 59 358 84 127 281 127 22 206 143 205 278 50 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1772 1870 1870 1772 1870 1870 1673 1870 1870 1673 1870 1870 Adj Flow Rate, veh/h 59 358 84 127 281 127 22 206 143 205 278 50 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 100 1027 238 386 689 558 83 421 262 345 612 109 Arrive On Green 0.06 0.36 0.41 0.24 0.19 0.24 0.03 0.12 0.17 0.11 0.20 0.25 Sat Flow, veh/h 1688 2864 664 898 3554 1585 3092 3554 1585 3092 3016 535 Grp Volume(v), veh/h 59 221 221 127 281 127 22 206 143 205 162 166 Grp Sat Flow(s),veh/h/ln 1688 1777 1751 898 1777 1585 1546 1777 1585 1546 1777 1774 Q Serve(g_s), s 1.4 3.9 3.9 5.3 2.9 2.4 0.3 2.3 3.5 2.7 3.4 3.5 Cycle Q Clear(g_c), s 1.4 3.9 3.9 5.3 2.9 2.4 0.3 2.3 3.5 2.7 3.4 3.5 Prop In Lane 1.00 0.38 1.00 1.00 1.00 1.00 1.00 0.30
Lane Grp Cap(c), veh/h 100 637 628 386 689 558 83 421 262 345 360 360 V/C Ratio(X) 0.59 0.35 0.35 0.33 0.41 0.23 0.26 0.49 0.55 0.59 0.45 0.46 Avail Cap(c_a), veh/h 496 2528 2491 1130 3635 1873 473 1964 951 1345 1483 1481 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/veh19.5 10.0 9.7 14.3 15.0 9.7 20.3 17.5 16.3 18.0 14.9 14.6 Incr Delay (d2), s/veh 5.5 0.3 0.3 0.5 0.4 0.2 1.7 0.9 1.8 1.6 0.9 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 0.6 1.0 1.0 0.9 0.9 0.6 0.1 0.8 1.1 0.8 1.1 1.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 25.0 10.3 10.0 14.8 15.4 9.9 21.9 18.4 18.0 19.6 15.7 15.5 LnGrp LOS C B B B B A C B B B B B
Approach Vol, veh/h 501 535 371 533
Approach Delay, s/veh 11.9 13.9 18.5 17.2
Approach LOS B B B B
Timer - Assigned Phs 1 2 4 5 6 7 8
Phs Duration (G+Y+Rc), s 9.2 11.5 21.8 5.6 15.1 7.0 14.7 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 18.5 25.5 62.5 6.5 37.5 12.5 45.5 Max Q Clear Time (g_c+I1), s 4.7 5.5 5.9 2.3 5.5 3.4 7.3 Green Ext Time (p_c), s 0.5 1.5 2.5 0.0 1.8 0.1 2.9
Intersection Summary
HCM 6th Ctrl Delay 15.2
HCM 6th LOS B
357
HCM 6th TWSC
101: Mojave Drive 07/15/2021
Victorville Retail Development TIA FY WP AM 12:00 am 07/14/2021 FY WP AM Synchro 11 Report Kimley-Horn Page 5
Intersection
Int Delay, s/veh 0.6
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 963 15 59 482 0 25
Future Vol, veh/h 963 15 59 482 0 25
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 180 - - 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 963 15 59 482 0 25
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 978 0 - 489
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - - 4.14 - - 6.94
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - - 2.22 - - 3.32
Pot Cap-1 Maneuver - - 701 - 0 525
Stage 1 - - - - 0 -
Stage 2 - - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 701 - - 525
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach EB WB NB
HCM Control Delay, s 0 1.2 12.2

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 525 - - 701 -
HCM Lane V/C Ratio 0.048 - - 0.084 -
HCM Control Delay (s) 12.2 - - 10.6 -
HCM Lane LOS B - - B -
HCM 95th %tile Q(veh) 0.1 - - 0.3 -
358
HCM 6th TWSC
102: Mojave Drive 07/15/2021
Victorville Retail Development TIA FY WP AM 12:00 am 07/14/2021 FY WP AM Synchro 11 Report Kimley-Horn Page 6
Intersection
Int Delay, s/veh 0.4
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 934 39 0 541 0 55
Future Vol, veh/h 934 39 0 541 0 55
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - 180 - - - 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 934 39 0 541 0 55
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 467
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - - - - - 6.94
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - - - - - 3.32
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 12.4

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 542 - - -
HCM Lane V/C Ratio 0.101 - - -
HCM Control Delay (s) 12.4 - - -
HCM Lane LOS B - - -
HCM 95th %tile Q(veh) 0.3 - - -
359
HCM 6th TWSC
103: Mojave Drive 07/15/2021
Victorville Retail Development TIA FY WP AM 12:00 am 07/14/2021 FY WP AM Synchro 11 Report Kimley-Horn Page 7
Intersection
Int Delay, s/veh 0.6
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 885 65 0 541 0 81
Future Vol, veh/h 885 65 0 541 0 81
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - 0 - - - 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 885 65 0 541 0 81
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 443
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - - - - - 6.94
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - - - - - 3.32
Pot Cap-1 Maneuver - - 0 - 0 562
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 562
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach EB WB NB
HCM Control Delay, s 0 0 12.5

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 562 - - -
HCM Lane V/C Ratio 0.144 - - -
HCM Control Delay (s) 12.5 - - -
HCM Lane LOS B - - -
HCM 95th %tile Q(veh) 0.5 - - -
360
HCM 6th TWSC
104: Amargosa Road 07/15/2021
Victorville Retail Development TIA FY WP AM 12:00 am 07/14/2021 FY WP AM Synchro 11 Report Kimley-Horn Page 8
Intersection
Int Delay, s/veh 0.1
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 17 0 559 576 37
Future Vol, veh/h 0 17 0 559 576 37
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 17 0 559 576 37
Major/Minor Minor2 Major1 Major2
Conflicting Flow All - 307 - 0 - 0
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - 6.94 - - - -
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - 3.32 - - - -
Pot Cap-1 Maneuver 0 689 0 - - -
Stage 1 0 - 0 - - -
Stage 2 0 - 0 - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 689 - - - -
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach EB NB SB
HCM Control Delay, s 10.4 0 0

HCM LOS B
Minor Lane/Major Mvmt NBT EBLn1 SBT SBR
Capacity (veh/h) - 689 - -
HCM Lane V/C Ratio - 0.025 - -
HCM Control Delay (s) - 10.4 - -
HCM Lane LOS - B - -
HCM 95th %tile Q(veh) - 0.1 - -
361
HCM 6th Signalized Intersection Summary
1: Mojave Dr/Mojave Drive & El Evado Road 07/14/2021
Victorville Retail Development TIA FY WP PM 12:00 am 07/14/2021 FY WP PM Synchro 11 Report Kimley-Horn Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 71 675 207 125 690 188 236 202 96 110 168 54 Future Volume (veh/h) 71 675 207 125 690 188 236 202 96 110 168 54 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1772 1870 1870 1772 1870 1870 1772 1870 1870 1772 1870 1870 Adj Flow Rate, veh/h 71 675 207 125 690 188 236 202 96 110 168 54 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 101 924 469 158 1045 522 289 320 328 141 223 69 Arrive On Green 0.06 0.26 0.30 0.09 0.29 0.33 0.17 0.17 0.21 0.08 0.08 0.12 Sat Flow, veh/h 1688 3554 1585 1688 3554 1585 1688 1870 1585 1688 2668 830 Grp Volume(v), veh/h 71 675 207 125 690 188 236 202 96 110 110 112 Grp Sat Flow(s),veh/h/ln 1688 1777 1585 1688 1777 1585 1688 1870 1585 1688 1777 1721 Q Serve(g_s), s 2.3 9.8 6.0 4.1 9.6 5.1 7.6 5.6 2.9 3.6 3.4 3.6 Cycle Q Clear(g_c), s 2.3 9.8 6.0 4.1 9.6 5.1 7.6 5.6 2.9 3.6 3.4 3.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.48
Lane Grp Cap(c), veh/h 101 924 469 158 1045 522 289 320 328 141 149 144 V/C Ratio(X) 0.71 0.73 0.44 0.79 0.66 0.36 0.82 0.63 0.29 0.78 0.74 0.78 Avail Cap(c_a), veh/h 225 2085 986 255 2148 1015 465 1363 1212 465 1295 1255 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 26.0 19.0 16.0 24.9 17.4 14.3 22.4 21.6 18.8 25.2 25.2 24.8 Incr Delay (d2), s/veh 8.7 1.1 0.7 8.5 0.7 0.4 5.8 2.0 0.5 8.8 7.0 8.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.1 3.4 1.8 1.8 3.2 1.5 3.0 2.3 0.9 1.6 1.5 1.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 34.7 20.1 16.7 33.5 18.1 14.8 28.3 23.7 19.3 34.1 32.2 33.4 LnGrp LOS C C B C B B C C B C C C
Approach Vol, veh/h 953 1003 534 332
Approach Delay, s/veh 20.5 19.4 24.9 33.2
Approach LOS C B C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 9.2 16.1 9.8 21.1 14.1 11.2 7.9 23.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 15.5 43.0 8.5 35.0 15.5 43.0 7.5 36.0 Max Q Clear Time (g_c+I1), s 5.6 7.6 6.1 11.8 9.6 5.6 4.3 11.6 Green Ext Time (p_c), s 0.2 1.3 0.1 4.9 0.3 1.1 0.0 5.0 Intersection Summary
HCM 6th Ctrl Delay 22.4
HCM 6th LOS C
362
HCM 6th Signalized Intersection Summary
2: Amargosa Road & Mojave Drive 07/16/2021
Victorville Retail Development TIA FY WP PM 12:00 am 07/14/2021 FY WP PM Synchro 11 Report Kimley-Horn Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 124 616 250 183 723 92 298 479 175 54 365 65 Future Volume (veh/h) 124 616 250 183 723 92 298 479 175 54 365 65 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1772 1870 1870 1772 1870 1870 1772 1870 1870 1772 1870 1870 Adj Flow Rate, veh/h 124 616 250 183 723 92 298 479 175 54 365 65 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 158 829 420 145 1324 167 252 906 454 82 465 82 Arrive On Green 0.09 0.23 0.26 0.09 0.29 0.29 0.15 0.26 0.29 0.05 0.15 0.19 Sat Flow, veh/h 1688 3554 1585 1688 4591 579 1688 3554 1585 1688 3019 533 Grp Volume(v), veh/h 124 616 250 183 535 280 298 479 175 54 213 217 Grp Sat Flow(s),veh/h/ln 1688 1777 1585 1688 1702 1766 1688 1777 1585 1688 1777 1775 Q Serve(g_s), s 4.6 10.2 8.8 5.4 8.4 8.5 9.5 7.4 5.6 2.0 7.3 7.5 Cycle Q Clear(g_c), s 4.6 10.2 8.8 5.4 8.4 8.5 9.5 7.4 5.6 2.0 7.3 7.5 Prop In Lane 1.00 1.00 1.00 0.33 1.00 1.00 1.00 0.30
Lane Grp Cap(c), veh/h 158 829 420 145 982 509 252 906 454 82 274 273 V/C Ratio(X) 0.79 0.74 0.60 1.27 0.54 0.55 1.18 0.53 0.39 0.66 0.78 0.79 Avail Cap(c_a), veh/h 305 1845 873 279 1928 1000 252 2404 1122 252 1202 1201 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 28.2 22.6 20.4 29.1 19.1 19.1 27.0 20.4 18.2 29.7 25.8 25.6 Incr Delay (d2), s/veh 8.3 1.3 1.4 142.6 0.5 0.9 114.7 0.5 0.5 8.8 4.8 5.2 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 2.0 3.8 2.9 7.7 2.8 3.1 11.4 2.7 1.8 0.9 3.1 3.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 36.5 23.9 21.8 171.7 19.6 20.1 141.8 20.9 18.7 38.5 30.7 30.8 LnGrp LOS D C C F B C F C B D C C
Approach Vol, veh/h 990 998 952 484
Approach Delay, s/veh 25.0 47.6 58.3 31.6
Approach LOS C D E C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 7.6 22.7 11.9 21.3 14.0 16.3 10.4 22.8 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 9.5 45.0 12.5 35.0 9.5 45.0 11.5 36.0 Max Q Clear Time (g_c+I1), s 4.0 9.4 7.4 12.2 11.5 9.5 6.6 10.5 Green Ext Time (p_c), s 0.0 3.7 0.2 4.6 0.0 2.3 0.1 4.9 Intersection Summary
HCM 6th Ctrl Delay 41.8
HCM 6th LOS D
363
HCM 6th Signalized Intersection Summary
3: Village Drive & Mojave Drive 07/14/2021
Victorville Retail Development TIA FY WP PM 12:00 am 07/14/2021 FY WP PM Synchro 11 Report Kimley-Horn Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 85 725 13 71 976 497 26 15 83 590 15 120 Future Volume (veh/h) 85 725 13 71 976 497 26 15 83 590 15 120 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1772 1870 1870 1772 1870 1870 1870 1870 1870 1772 1870 1870 Adj Flow Rate, veh/h 85 725 13 71 976 497 26 15 83 601 0 120 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 107 1652 30 90 1041 518 59 34 114 712 0 335
Arrive On Green 0.06 0.46 0.48 0.05 0.45 0.47 0.07 0.05 0.07 0.21 0.00 0.21 Sat Flow, veh/h 1688 3572 64 1688 2298 1144 1150 663 1585 3375 0 1585 Grp Volume(v), veh/h 85 361 377 71 750 723 41 0 83 601 0 120 Grp Sat Flow(s),veh/h/ln 1688 1777 1859 1688 1777 1664 1813 0 1585 1688 0 1585 Q Serve(g_s), s 4.9 13.6 13.6 4.1 39.7 41.7 2.2 0.0 5.1 17.0 0.0 6.4 Cycle Q Clear(g_c), s 4.9 13.6 13.6 4.1 39.7 41.7 2.2 0.0 5.1 17.0 0.0 6.4 Prop In Lane 1.00 0.03 1.00 0.69 0.63 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 107 822 860 90 805 754 94 0 114 712 0 335 V/C Ratio(X) 0.80 0.44 0.44 0.79 0.93 0.96 0.44 0.00 0.73 0.84 0.00 0.36 Avail Cap(c_a), veh/h 110 822 860 178 825 773 292 0 287 994 0 467 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 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 46.0 18.0 18.0 46.5 25.8 25.6 45.1 0.0 45.2 37.7 0.0 33.5 Incr Delay (d2), s/veh 31.7 0.4 0.4 14.0 16.9 22.7 3.2 0.0 8.6 4.8 0.0 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.0 5.3 5.5 2.0 19.1 19.6 1.0 0.0 2.3 7.1 0.0 2.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 77.6 18.4 18.3 60.5 42.6 48.3 48.3 0.0 53.8 42.5 0.0 34.1 LnGrp LOS E B B E D D D A D D A C
Approach Vol, veh/h 823 1544 124 721
Approach Delay, s/veh 24.5 46.1 52.0 41.1
Approach LOS C D D D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 9.8 52.5 25.5 10.8 51.5 11.6
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 10.5 44.2 29.3 6.5 48.2 18.0 Max Q Clear Time (g_c+I1), s 6.1 15.6 19.0 6.9 43.7 7.1 Green Ext Time (p_c), s 0.0 4.6 2.0 0.0 3.3 0.3
Intersection Summary
HCM 6th Ctrl Delay 39.7
HCM 6th LOS D
Notes
User approved volume balancing among the lanes for turning movement. 364
HCM 6th Signalized Intersection Summary
4: Amargosa Road & Hook Boulevard/Roy Rogers Drive 07/14/2021 Victorville Retail Development TIA FY WP PM 12:00 am 07/14/2021 FY WP PM Synchro 11 Report Kimley-Horn Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 121 462 34 224 641 262 56 395 167 244 345 97 Future Volume (veh/h) 121 462 34 224 641 262 56 395 167 244 345 97 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1772 1870 1870 1772 1870 1870 1673 1870 1870 1673 1870 1870 Adj Flow Rate, veh/h 121 462 34 224 641 262 56 395 167 244 345 97 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 154 1641 120 413 1178 747 148 514 276 341 569 158 Arrive On Green 0.09 0.49 0.52 0.36 0.33 0.36 0.05 0.14 0.17 0.11 0.21 0.24 Sat Flow, veh/h 1688 3357 246 854 3554 1585 3092 3554 1585 3092 2748 762 Grp Volume(v), veh/h 121 244 252 224 641 262 56 395 167 244 221 221 Grp Sat Flow(s),veh/h/ln 1688 1777 1826 854 1777 1585 1546 1777 1585 1546 1777 1733 Q Serve(g_s), s 4.8 5.6 5.6 15.5 10.1 7.2 1.2 7.3 6.6 5.2 7.7 7.8 Cycle Q Clear(g_c), s 4.8 5.6 5.6 15.5 10.1 7.2 1.2 7.3 6.6 5.2 7.7 7.8 Prop In Lane 1.00 0.13 1.00 1.00 1.00 1.00 1.00 0.44
Lane Grp Cap(c), veh/h 154 868 892 413 1178 747 148 514 276 341 368 359 V/C Ratio(X) 0.78 0.28 0.28 0.54 0.54 0.35 0.38 0.77 0.61 0.72 0.60 0.61 Avail Cap(c_a), veh/h 358 1703 1750 712 2418 1300 249 1222 592 611 819 799 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 30.4 10.3 10.3 18.9 18.6 11.4 31.5 28.1 26.1 29.4 24.5 24.2 Incr Delay (d2), s/veh 8.4 0.2 0.2 1.1 0.4 0.3 1.6 2.4 2.1 2.8 1.6 1.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.1 1.7 1.8 2.7 3.6 2.1 0.4 3.0 2.4 1.9 3.1 3.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 38.8 10.5 10.4 20.0 19.0 11.7 33.1 30.6 28.2 32.2 26.1 25.9 LnGrp LOS D B B C B B C C C C C C
Approach Vol, veh/h 617 1127 618 686
Approach Delay, s/veh 16.0 17.5 30.1 28.2
Approach LOS B B C C
Timer - Assigned Phs 1 2 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.0 16.4 39.9 7.8 20.7 10.7 29.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 13.5 25.5 67.5 5.5 33.5 14.5 48.5 Max Q Clear Time (g_c+I1), s 7.2 9.3 7.6 3.2 9.8 6.8 17.5 Green Ext Time (p_c), s 0.4 2.6 2.7 0.0 2.4 0.1 7.1
Intersection Summary
HCM 6th Ctrl Delay 22.2
HCM 6th LOS C
365
HCM 6th TWSC
101: Mojave Drive 07/15/2021
Victorville Retail Development TIA FY WP PM 12:00 am 07/14/2021 FY WP PM Synchro 11 Report Kimley-Horn Page 1
Intersection
Int Delay, s/veh 0.6
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1041 17 70 1016 0 50
Future Vol, veh/h 1041 17 70 1016 0 50
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 180 - - 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 1041 17 70 1016 0 50
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 1058 0 - 529
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - - 4.14 - - 6.94
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - - 2.22 - - 3.32
Pot Cap-1 Maneuver - - 654 - 0 494
Stage 1 - - - - 0 -
Stage 2 - - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 654 - - 494
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach EB WB NB
HCM Control Delay, s 0 0.7 13.1

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 494 - - 654 -
HCM Lane V/C Ratio 0.101 - - 0.107 -
HCM Control Delay (s) 13.1 - - 11.2 -
HCM Lane LOS B - - B -
HCM 95th %tile Q(veh) 0.3 - - 0.4 -
366
HCM 6th TWSC
102: Mojave Drive 07/15/2021
Victorville Retail Development TIA FY WP PM 12:00 am 07/14/2021 FY WP PM Synchro 11 Report Kimley-Horn Page 2
Intersection
Int Delay, s/veh 0.3
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1039 35 0 1086 0 44
Future Vol, veh/h 1039 35 0 1086 0 44
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - 180 - - - 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 1039 35 0 1086 0 44
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 520
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - - - - - 6.94
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - - - - - 3.32
Pot Cap-1 Maneuver - - 0 - 0 501
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 501
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach EB WB NB
HCM Control Delay, s 0 0 12.9

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 501 - - -
HCM Lane V/C Ratio 0.088 - - -
HCM Control Delay (s) 12.9 - - -
HCM Lane LOS B - - -
HCM 95th %tile Q(veh) 0.3 - - -
367
HCM 6th TWSC
103: Mojave Drive 07/15/2021
Victorville Retail Development TIA FY WP PM 12:00 am 07/14/2021 FY WP PM Synchro 11 Report Kimley-Horn Page 3
Intersection
Int Delay, s/veh 0.6
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 972 76 0 1086 0 94
Future Vol, veh/h 972 76 0 1086 0 94
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - 0 - - - 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 972 76 0 1086 0 94
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 486
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - - - - - 6.94
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - - - - - 3.32
Pot Cap-1 Maneuver - - 0 - 0 527
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 527
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach EB WB NB
HCM Control Delay, s 0 0 13.3

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 527 - - -
HCM Lane V/C Ratio 0.178 - - -
HCM Control Delay (s) 13.3 - - -
HCM Lane LOS B - - -
HCM 95th %tile Q(veh) 0.6 - - -
368
HCM 6th TWSC
104: Amargosa Road 07/15/2021
Victorville Retail Development TIA FY WP PM 12:00 am 07/14/2021 FY WP PM Synchro 11 Report Kimley-Horn Page 4
Intersection
Int Delay, s/veh 0.1
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 19 0 952 755 43
Future Vol, veh/h 0 19 0 952 755 43
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 19 0 952 755 43
Major/Minor Minor2 Major1 Major2
Conflicting Flow All - 399 - 0 - 0
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - 6.94 - - - -
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - 3.32 - - - -
Pot Cap-1 Maneuver 0 601 0 - - -
Stage 1 0 - 0 - - -
Stage 2 0 - 0 - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 601 - - - -
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach EB NB SB
HCM Control Delay, s 11.2 0 0

HCM LOS B
Minor Lane/Major Mvmt NBT EBLn1 SBT SBR
Capacity (veh/h) - 601 - -
HCM Lane V/C Ratio - 0.032 - -
HCM Control Delay (s) - 11.2 - -
HCM Lane LOS - B - -
HCM 95th %tile Q(veh) - 0.1 - -
369

APPENDIX E

SBTAM MODEL PLOTS & B-TURNS WORKSHEETS
370
18 55
18 100
8,73
0 0

MOJAVE FWY
0 0
TA
W
NEY R
ID
GE
L
N
0 0
29 1
600
246
1,939
871
M

OJAVE ST
81 34
98 193
HOPLA
ND ST
59 23
7,386
0 14
0 63
65 40
68 20
142
673

VILLAGE DR
55 715
1,146
1,415
9,558 0
1,091
2,206
570159
8520
1,737
870
708
295
231
146 COBALT RD
1,659
751
234
73 527
158
1 0
7 15
59 244
3 3
125
40 26
46 3
12 84182 1
230
250
1,091
2,206
1,637
708
146 168
102 EL EVADO RD
6,525
0 6,815
0 25
18 516
317
230
62 185
124
00 0
0 101
415
2424
8,611 0
154
480
35 4
908
649
328
415
15 22
592
177
14 32
35 107

LA PAZ DR
157
218
4 35
1,564
46 0
HO
OK
BL
VD
49 73
1,39
0 760
268
127
3 3

RENO LOOP RD N
120
361
48 79
18 15
0 0RENO LOOP RD W
5,422
0 18
15 AVALON A
VE
0 0
192
324

JERALDO DR
1,177
556
237
80 7
9 76
107
0 0
318
200

RODEO DR
5 5

CLOVIS ST
81 271
2215
511195
34 98

RENO LOOP RD E
2,251 0
56 118
1,
003
45 8
20 369
209
177 514
1,506
1,560
7TH ST
2,463
1,041
224
89 443
212
0 0
0 205
127
381
0 2,136
1,317
2,262
1,251
322
501

DEL REY DR
323
388
2,179
1,129
134
142
1,471
1,242
973
2,691
7419
SENE
CA
RD
119
0 1640
415
101
1,
199
52 6
1,955
1,523
ROY

ROGERS D
R
2,245
833
748
680 812
684
6,815
0 414
219
957
0 909
1,555
9 20
2,039
7621,737
870
511
1,139
511
1,139
58 27
67 201
493
352
849
1,278
883
1,707
1,046
2,740
10,515 0
1,737
870
418
410
319
186
ASH
LEY
GLEN
DR
381
182
168
388
344
745
2,240
1,073
1,302
1,1
92 7,767
0 1,734
1,646
1,3771,107
268
127
914
909
1,620
607 972
0 0
1 0
24 8
57 166S TRAIL
27785
992
1,861
227
92 E TR
AIL
7,462
0 149
385
VAL

LEY CENT
ER D
R
0 17
369
209
33 68
1,614
447
51 111
9,677
0 72
4 37
8 88
4 34
3 418
410
1,066
0 3 0
975
607
1,106
824
2,
705
96 6
2,
573
1,
054
3 0

FORREST A
VE
30 937
0 865
226
1,
013
26 3
230
62 662
209
119
0 68
22 960
440
500567
224
89 290
0 68
22 18
15 488
155
957 0
6 9
945 1,237
2,262
1,251
400
730
411
1,484
149
368
2,073
1,478
357
13 396
704
LOREN
E
DR
0 0
206
332
163
223
7 6
381
0 439
430
344
745
119208VICTOR ST
119
208
443
212
709
1,192
747
591
151
474
0 0
1815
322
501
981
677
0 0
252
120

LLANADA AVE
937
0 1,755
1,249
662
209
463
605
48 110
0 0
2,260
1,018
33 18
15 2,886
1,344
119
0 519
196
2,727
1,534
2,843
1,573
151
474
748
719
360
200
1,026
705
101
415
119 0
154
480
1,0660
238433
3931,047
290
0 268
127
18 84
455
166
1,734
1,646
00 145
536
1,783
940
00 MOJAVE DR

AMARGOSA RD

AMEYTHST RD
D

AMETHYST RD

CIVIC DR

REWS DR
LN
LO
VES
LN
371
90 39
110
42 10,538
0 MOJAVE FWY
0 0
TA
W
NEY R
ID
GE
L
N
0 0
19 3
488
783
1,630
3,169
M

OJAVE ST
65 95
208
134
HOPLA
ND ST
38 68
14,793
0 12
3 18
1 68
81 35
74 1,696
310

VILLAGE DR
89 1511
2,400
1,716
10,981
0 2,799
2,621
371676
55 112
1,602
2,850
473
780
147
322 COBALT RD
1,397
2,800
142
253
377
660
0 2
15 11
217
104
5 6
53 102
52 35
10 5
51 1112 3
373
258
2,799
2,621
1,351
2,771
192
154
239 EL EVADO RD
12,030
0 12,291
0 32
43 653
563
158
323
212
256
00 0
0 1,294
220
3342
10,219 0
802
485
5 19
1,274
1,399
451
449
32 28
388
689
425
7 200
120

LA PAZ DR
221
215
19 5
1,087
2,117
HO
OK
BL
VD
104 88
2,84
0 155
0 217
307
6 5

RENO LOOP RD N
563
439
115
88 49
26 0
0RENO LOOP RD W
9,450
0 49
26 AVALON A
VE
0 0
480
345

JERALDO DR
1,329
1,585
184
302
16 13
156
133
0 0
358
488

RODEO DR
9 9

CLOVIS ST
342
196
2832
442687
95 61

RENO LOOP RD E
2,652 0
136 105
85 4
1,
798
314
464
470 263
2,584
2,228
7TH ST
1,962
3,790
153
230
651
740
0 0
0 254
314
2,008
0 2,191
3,229
2,223
3,168
675
591

DEL REY DR
489
1,255
2,580
3,524
202
199
2,031
2,060
3,699
2,731
3162
SENE
CA
RD
344
0 3428
220
1,294
1,
053
2,
196
2,984
4,783
ROY

ROGERS D
R
1,690
3,454
1,009
1,091
1,058
1,186
12,291
0 384
524
929
0 1,766
1,662
18 18
1,563
3,2501,602
2,850
1,664
1,225
1,664
1,225
56 81
176
112
662
761
1,420
1,461
1,937
1,669
3,787
2,834
11,910 0
1,602
2,850
601
721
338
467
ASH
LEY
GLEN
DR
270
346
687
501
736
650
2,272
2,675
2,049
2,0
52 16,800
0 2,813
2,556
2,1801,868
217
307
2,788
2,121
976 909
0 0
1 6
13 22
152
94 S TRAIL
204351
3,094
2,309
158
235
E TR
AIL
14,948
0 641
472
VAL

LEY CENT
ER D
R
0 47
314
464
69 63
1,084
2,150
198
153
11,325
0 66
9 1,
537
72 4
1,
732
601
721
1,106
0 4 0
913
976
1,513
1,606
2,
640
4,
297
2,
697
4,
168
4 0

FORREST A
VE
40 2,918
0 527
1,011
82 0
1,
377
158
323
512
895
319
0 33
57 799 1,261
684737
153
230
261
0 33
57 49
26 336
601
929 0
18 9
1,822
1,874
2,223
3,168
1,085
820
2,161
1,296
641
424
1,826
4,942
337
699
1,027
842
LOREN
E
DR
0 0
541
450
234
222
138
2,008
0 553
772
736
650
323221VICTOR ST
323
221
651
740
1,866
1,354
978
1,27
788
480
0 0
4926
675
591
1,148
1,577
0 0
172
275

LLANADA AVE
2,9180
2,642
2,499
512
895
894
795
191
146
0 0
2,200
2,660
84 49
26 2,443
4,774
344
0 360
610
3,499
4,653
3,595
4,808
788
480
1,107
1,314
289
447
1,379
1,534
1,294 220
319 0
802
485
1,1060
686533
1,7051,161
261
0 217
307
111
51 300
1,362
2,813
2,556
00 1,447
314
1,672
2,918
00 MOJAVE DR

AMARGOSA RD

AMEYTHST RD
D

AMETHYST RD

CIVIC DR

REWS DR
LN
LO
VES
LN
372
202
180
276
288
46,279
0 MOJAVE FWY
0 0
TA
W
NEY R
ID
GE
L
N
0 0
1,0
9 2,040
2,041
6,466
6,889
M

OJAVE ST
270
259
541
575
HOPLA
ND ST
179
171
51,908
0 50
8 50
7 265
243
186
180
2,522
1,576

VILLAGE DR
2625
3943
7,226
6,479
48,410
0 7,310
7,929
1,782
1,738
232
230
5,881
6,242
2,118
2,058
683
784 COBALT RD
5,449
5,911
684
655
1,749
1,716
3 5
39 43
542
576
15 16
282
261
153
150
25 27
224
2256 7
1,009
908
7,310
7,929
5,310
5,778
424
441
619
636 EL EVADO RD
45,744
0 46,788
0 109
114
2,572
2,200
741
740
803
817
00 0
0 1,865
1,032
110
121
45,454 0
2,230
2,231
53 50
3,836
3,729
1,56
1,656
103 108
1,859
1,784
15 4
26 7
516
490

LA PAZ DR
746
790
50 53
5,167
5,284
HO
OK
BL
VD
296
330
8,77
0 479
0 834
750
15 15

RENO LOOP RD N
1,626
1,805
341
349
11680
0 0RENO LOOP RD W
38,009
0 116
80 AVALON A
VE
0 0
1,446
1,410

JERALDO DR
4,571
4,135
776
764
47 46
492
510
23 0
0 1,439
1,470

RODEO DR
30 30

CLOVIS ST
885
902
108103
1,9571,925
262
281

RENO LOOP RD E
9,780 0
412 448
3,66
3 4,497
1,397
1,469
1,260
1,231
1,268
1,320
8,382
7,938
7TH ST
8,138
8,508
702
624
2,449
2,237
3 0
0 0
1,000
977
3,687
0 7,986
8,887
8,404
8,959
2,033
2,260

DEL REY DR
1,468
2,322
7,547
7,782
676
702
7,205
7,224
8,075
9,225
172
163
SENE
CA
RD
1,075
0 99106
1,032
1,865
4,640
5,606
9,52311,541
ROY

ROGERS D
R
7,110
7,461
3,386
3,397
3,631
3,641
46,788
0 1,563
1,571
3,093
0 5,447
6,171
53 59
6,491
6,9225,881
6,242
4,731
4,898
4,731
4,898
220
221
483
523
2,114
2,051
4,578
5,304
5,809
6,540
8,406
9,521
51,503 0
5,881
6,242
2,008
2,143
1,383
1,397
ASH
LEY
GLEN
DR
1,138
1,051
2,094
2,097
2,220
2,497
8,331
7,448
6,870
6,8
44 55,595
0 9,378
8,897
6,3705,481
834
750
5,879
5,657
3,218
3,415
0 0
2 1
63 63
414
447S TRAIL
932916
6,666
6,456
718
639
E TR
AIL
52,388
0 1,948
2,037
VAL

LEY CENT
ER D
R
0 161
1,260
1,231
2,
2,
5,229
5,326
577
579
49,485
0 2,85
6 3,77
7 3,28
4 4,21
4 2,008
2,143
4,031
0 23
0 3,438
3,218
5,048
4,847
9,10
9 9,12
7 9,01
8 9,03
9 23
0 FORREST A
VE
230
6,644
0 2,609
2,547
3,87
9 3,64
3 741
740
2,349
2,324
825
0 165
152
3,470 3,494
2,434
2,535
702
624
1,044
0 165 152
116
80 1,556
1,537
3,093 0
65 37
4,994
5,428
8,404
8,959
3,206
3,164
5,809
6,073
1,948
1,875
7,199
11,906
1,473
1,382
3,815
3,793
LOREN
E
DR
0 0
1,650
1,707
795
818
49 27
3,687
0 1,943
2,176
2,220
2,497
943919VICTOR ST
943
919
2,449
2,237
5,808
5,708
3,42
3,65
2,188
2,217
0 0
11 6
80 2,033
2,260
4,679
5,005
0 0
752
711

LLANADA AVE
6,6440
8,353
7,375
2,349
2,324
2,936
2,974
562
568
0 0
8,166
7,273
116
80 9,718
11,219
1,075
0 1,632
1,573
11,248
11,270
11,685
11,684
2,188
2,217
3,678
3,968
1,194
1,177
4,284
4,141
1,865
1,032
825 0
2,230
2,231
4,0310
2,0942,144
5,0775,169
1,044
0 834
750
225
224
1,276
2,130
9,378
8,897
00 2,283
1,451
6,095
6,461
00 MOJAVE DR

AMARGOSA RD

AMEYTHST RD
D

AMETHYST RD

CIVIC DR

REWS DR
LN
LO
VES
LN
373
02 168
0027579
02 168
168
148
37 0
0 168
524
216
0 0 343
733
0 0
0 0
62 161
10,668
0 2,291
1,212
30 32
9,878
0 3
0 148
106
587
904
883
1,059
96 192
3 0 1,101
1,089
672
960
2,231
0 2,179
0 1,943
2,046
318
215
169
516
0 0
82 34
131
54 246
87 815
446
369 424
144
49 23
2 19
6 238
134
2,061
1,664
344
734
2,106
1,684 318
150
2,061
1,664
179
204
428
724
0 0
58 209
2,464
1,303
227
77 1,200
535
212
220
583592
175
135
2,057
1,358
678
608
0 0
1,859
518
5 6
0 0
1,012
270
27 11
390
459
712219
1,177
1,914
1,871
512
27 11
53 79
5 1
27 81
5029
290
852290
852
00 172
54 2,193
1,359 564
441
74 33
626
471 226
246
486
183
2,439
1,585
678
608
36 52
0 0
11 16
11 7
16 10
1,192
2,197
33 45
1916
44 72
1,177
2,329
534
159
884
618
2,981
1,465
878
271
233
76 326
118
2,684
1,377
326
118
1,000 453
00 332
123
1,157
1,259
41 87
1,201
1,257
9,844
0 10,477
0 206
0 251
0 888 0
1,877
1,632
358
246
2,484
1,698
206
0 125
404
0 0
534
269
2,140
1,202
409
459
18 22
931
1,817
46 66
121
395
2,090
0 2,766 0
750
213
860
1,596
00 74
102
351
1,312
227
77 625210
920
233
931
1,817
750
213
1,445
525
1,943
2,046
3,159
1,4962218
731
209
8 7
378
176
1,073
353
884
430
416
206
184
384
220
227
2,158
1,171
1,608
2,590
1,675
2,636
11,845 0 11,271
0 1,361
1,128
20 46
676
552
364
0 27
119
244
275
568
7 12
1,027
0 287 0
364
0 125
404
888
0 121
395
02613
24 106
219
275542
1,022
827
1,3561,235
1,566
1,266
221
441
242487
1,587
1,341
1,102
1,119
1,075
1,155
780
876
1,566
1,266
11,223
0 10,079 0
9,587
0 855
0 3,358
1,823
277
667
30 32
481 0
1,032
0 135
692
274
169
516
962
0 2,338 0
1,616
0 11,521
0 2,571
1,643
325
163
2,802
1,658
1,928 0
2,358
1,591
218
1802,894
1,652
2,802
1,658
2,340
1,228
358
246
202
293
25 58
983
0 2,
70 0
1,
71 6
983
0 46
100
1,0320
9,878
0 481
0 855
0 290
672
0 0
0 030
32 30
32 83 56
179
83 93
34 193
137
773
406
573
240
190
253
265
431
148
210
815
446
629
323
385
540
28 9
66 2
1,458
1,506
74 233
414
187
28 9
0 0
23 4 4
23 186
118
5 6
1,402
1,334
171
56 23779
1,733
1,477289
832
407
516
169
570
300
0 0
624
346
1,227
1,320
434
238
134
246
862
970
922
684
348
472
1,325
594
99 186
334
445
758
552
334
445
99 186
30 0 0
684 919
3032
0 2,672 0
9,345
0 1,69
0 MOJAVE FWY

MOJAVE DR

AVALON A
VE

FORREST AV
E

SENECA RD
DEL REY DR 7TH ST

AMARGOSA RD

HOOK BLVD

VILLAGE DR

TAWNEY RIDGE LN

AMEYTHST RD

EL EVADO RD

MOJAVE ST

TOPAZ RD

HOPLAND ST

RENO LO
OP R
D N

RENO LOOP RD W

AMETHYST RD

COBALT RD

RENO LOOP RD E

S TRAIL
E TR
AIL
ROY

ROGERS D
R

CIVIC DR

JERALDO DR

ASHLEY GLEN DR

REWS DR
LA P
TER DR
LOREN
E
DR
LN

CLOVIS ST

LLANADA AVE

RODEODR
LO
VES
LN

VICTOR ST
374
21 1422
00154
370
21 1422
1422
82 212
0 0
1422
584
700
0 0 1,692
593
0 0
0 0
265
140
14,197
0 2,751
2,597
56 41
15,634
0 4
0 174
226
1,492
1,116
1,479
1,380
216 175
4 0 1,710
1,976
1,300
1,127
3,187
0 4,597
0 3,560
2,913
355
438
1,104
248
0 0
65 107
111
159
168
347
817
1,127
446 508
98 169
29 4 32
4 213
304
2,511
3,104
1,695
594
2,557
3,849 267
444
2,511
3,104
983
283
1,686
719
0 0
279
124
2,354
3,468
170
274
947
1,418
226
257
673808
226
262
2,177
3,007
901
906
0 0
1,158
2,198
8 9
0 0
602
1,172
23 33
655
510
463887
2,740
1,908
1,153
2,216
23 33
112
98 4
1 1,
54 5574
1,156
5871,156
587
00 111
256
2,202
3,202 665
788
57 91
622
842 356
316
342
570
2,513
3,554
901
906
86 61
0 0
22 19
12 20
17 22
3,071
1,994
67 57
2632
100
80 3,246
2,073
348
655
1,040
1,187
2,570
4,105
573
1,112
128
230
225
393
2,383
3,751
225
393
783 1,272
00 234
401
2,005
1,729
154
127
2,036
1,787
16,729
0 13,472
0 445
0 336
0 860 0
2,545
4,025
542
528
2,438
3,494
445
0 649
358
0 0
472
660
2,297
3,369
839
804
32 29
2,536
1,723
95 82
631
352
5,144
0 3,146 0
519
935
2,227
1,516
00 161
127
1,848
1,051
170
274
476822
703
1,220
2,536
1,723
519
935
1,056
1,908
3,560
2,913
2,729
4,2402932
441
865
668
315
511
750
1,349
733
1,143
297
357
525
324
292
265
2,313
3,419
3,945
2,844
4,028
2,939
15,321 0 18,748
0 1,852
2,037
84 55
974
1,01
1,681
0 403
329
671
729
21 10
4,806
0 157 0
1,681
0 649
358
860
0 631
352
026017
57 385
272
897694
1,293
1,7
50 1,9372,012
2,117
2,556
639
443
723498
2,248
2,397
1,735
1,641
1,655
1,596
1,395
1,242
2,117
2,556
17,901
0 13,264 0
15,118
0 847
0 2,830
4,986
1,328
437
56 41
1,329 0
1,008
0 812
563
875
1,104 248
4,308
0 2,791 0
4,266
0 15,173
0 3,044
4,109
327
463
2,560
3,825
1,890 0
2,913
3,841
280
3032,583
3,974
2,560
3,825
2,799
2,657
542
528
407
429
101
74 2,825
0 2,
24 2
4,
07 7
2,8250
173
138
1,0080
15,634
0 1,329
0 847
0 1,336
449
0 0
0 056
41 56
41 90
106
155
238
74 119
223
281
763 491
758
373
314
617
459
310
249
817
1,127
597
849
665
1,068
136
35 53
8 2,904
2,073
330
152
329
563
136
35 0
0 5
13 13
5 183
239
48 8
2,684
1,951
122
220
160298
2,155
3,32213635
6811,086
248
1,104
407
1,215
0 0
660
757
1,947
1,805
467
606
320
250
1,537
1,578
893
975
471
564
1,835
1,518
273204
637
556
953 1,247
637
556
273204
40 0 0
975 889
5641
1 0
2,588 0
14,096
0 2,62
0 MOJAVE FWY

MOJAVE DR

AVALON A
VE

FORREST AV
E

SENECA RD
DEL REY DR 7TH ST

AMARGOSA RD

HOOK BLVD

VILLAGE DR

TAWNEY RIDGE LN

AMEYTHST RD

EL EVADO RD

MOJAVE ST

TOPAZ RD

HOPLAND ST

RENO LO
OP R
D N

RENO LOOP RD W

AMETHYST RD

COBALT RD

RENO LOOP RD E

S TRAIL
E TR
AIL
ROY

ROGERS D
R

CIVIC DR

JERALDO DR

ASHLEY GLEN DR

REWS DR
LA P
TER DR
LOREN
E
DR
LN

CLOVIS ST

LLANADA AVE

RODEODR
LO
VES
LN

VICTOR ST
375
33 6163
00996
1,024
33 6163
6163
409
422
0 0
6163
2,228
1,872
0 0 3,066
2,309
0 0
0 0
658
611
63,757
0 9,627
7,674
171
133
67,017
0 23
0 655
665
4,563
4,425
4,334
4,779
669 738
23 0 5,810
6,321
4,206
4,237
10,481
0 12,589
0 10,636
9,723
1,284
1,271
2,289
1,404
0 0
287
282
476
434
784
801
3,159
3,184
1,594
1,673
464
430
1,04
1 1,044
873
880
8,462
9,180
3,069
2,312
8,613
10,008 1,068
1,099
8,462
9,180
1,572
894
3,396
2,681
0 0
686
654
9,066
9,332
762
714
3,982
4,010
856
875
2,482
2,584
816
830
7,715
8,360
3,037
3,148
0 0
5,547
5,607
24 27
0 0
2,984
2,912
95 91
1,958
2,028
2,248
2,262
7,291
6,887
5,556
5,621
95 91
331
339
5 8
2,
2,
204
208
2,827
2,8842,827
2,884
00 532
563
8,006
8,697 2,319
2,346
253
238
2,426
2,491 1,080
1,040
1,561
1,509
9,042
9,772
3,037
3,148
241
227
0 0
67 68
41 44
62 62
8,036
7,597
204
205
8082
296
301
8,403
8,016
1,638
1,607
3,657
3,649
10,200
10,826
2,777
2,813
645
599
1,037
986
9,289
9,970
1,037
986
3,461 3,487
00 1,064
1,010
5,818
5,463
419
428
5,965
5,602
69,395
0 62,621
0 1,331
0 1,0740
3,423 0
8,67311,370
1,955
1,764
9,671
10,621
1,331
0 1,752
1,701
0 0
1,957
1,921
8,349
8,941
2,815
2,830
102 105
6,886
7,153
290
298
1,704
1,683
13,652
0 11,112 0
2,502
2,430
5,946
6,138
00 470
468
4,931
5,056
762
714
2,2082,186
3,396
3,250
6,886
7,153
2,502
2,430
4,894
5,062
10,636
9,723
11,119
11,302105102
2,166
2,127
104
29 1,393
1,411
3,530
3,606
3,128
3,240
1,173
1,089
1,463
1,423
960
904
8,364
8,941
10,630
10,483
10,928
10,773
68,471 0 75,860
0 6,609
6,923
3,50
3,27
3,665
0 1,257
1,294
2,521
3,018
71 41
10,851
0 685 0
3,665
0 1,752
1,701
3,423
0 1,704
1,683
0428105
184
1,152
1,110
2,7472,816
4,801
5,4
90 6,3176,651
7,533
8,012
1,780
1,838
2,0142,063
7,506
7,803
5,707
5,162
5,071
5,448
4,474
4,306
7,533
8,012
74,365
0 60,973 0
65,481
0 3,190
0 12,018
13,707
2,968
2,081
171
133
3,481 0
4,306
0 3937
2,462
2,373
2,289
1,404
9,755
0 9,785 0
10,934
0 67,764
0 10,916
11,522
1,342
1,347
10,488
11,290
7,300 0
10,259
10,859
994
982
10,702
11,552
10,488
11,290
9,801
7,801
1,955
1,764
1,392
1,585
269
278
7,705
0 9,
28 6
11,80
1 7,7050
487
494
4,3060
67,017
0 3,481
0 3,190
0 3,006
2,118
0 0
0 0171
133
171
133
34 1
32 9
633
628
328
311
837
844
1,994
2,023
1,156
1,171
1,810
1,824
93 9
93 5
3,159
3,184
2,324
2,364
2,049
2,925
207
85 2,3
2 8,183
6,904
774
720
1,430
1,462
207
85 0
0 37
35 35
37 718
696
66 26
7,631
6,361
543
552
745759
7,478
8,91020785
2,934
2,986
1,404
2,289
1,838
2,765
0 0
2,575
2,276
6,314
6,501
1,832
1,791
955
1,001
4,927
5,215
3,277
3,296
23 1,65
1,964
6,153
4,252
798812
1,975
2,046
3,677
3,885
1,975
2,046
798812
230
0 0
3,296
3,254
171
133
5 0
11,692 0
61,170
0 10,368
0 11,982
11,701

MOJAVE FWY

MOJAVE DR

AVALON A
VE

FORREST AV
E

SENECA RD
DEL REY DR 7TH ST

AMARGOSA RD

HOOK BLVD

VILLAGE DR

TAWNEY RIDGE LN

AMEYTHST RD

EL EVADO RD

MOJAVE ST

TOPAZ RD

HOPLAND ST

RENO LO
OP R
D N

RENO LOOP RD W

AMETHYST RD

COBALT RD

RENO LOOP RD E

S TRAIL
E TR
AIL
ROY

ROGERS D
R

CIVIC DR

JERALDO DR

ASHLEY GLEN DR

REWS DR
LA P
TER DR
LOREN
E
DR
LN

CLOVIS ST

LLANADA AVE

RODEODR
LO
VES
LN

VICTOR ST
376
Project: Victorville Mixed-Use Model Base Year 2016
Condition: Future Year Model Build-out Year 2040
Intersection Number: 1 Total Difference 24
Existing Year Counts 2021
North/South Street El Evado Rd Difference Ex to B-O 19
Percent 0.79
East/West Street Mojave Dr Study Year Forecast 2032 Future Year Difference Ex to Forecast 11
Date: =now()07/14/21
Model Base Year: 2016
AM 0 PM 0

0.38 0.28
295 708 780 473
0 833 871 3454 3169
2245 1939 1690 1630
680 748 1091 1009
IN 4159 IN 6648
OUT 4160 OUT 6648
BAL 1 BAL 0
Model Build-out Year: 2040 Future Year
618 884 1187 1040
0 1465 1303 4105 3468
2981 2464 2570 2354
1259 1157 1729 2005
IN 6059 IN 9230
OUT 6072 OUT 9228
BAL 13 BAL -2
Existing Year Counts 2021
210 162 257 368
0 392 398 867 912
574 629 804 731
168 169 390 383
IN 1351 IN 2356
OUT 1351 OUT 2356
BAL 0 BAL 0
Study Year Forecast 2032 Future Year
266 193 309 441
0 502 473 951 950
702 720 917 824
269 240 472 511
IN 1682 IN 2687
OUT 1684 OUT 2687
BAL 2 BAL 0
K:\ORA_TPTO\ZTAC\094865026 - Victorville Gas Traffic Study\7 Submittals\1st Submittal\1 Analysis\Modeling\ 7/14/2021 9:28 AM 377
Project: Victorville Mixed-Use Model Base Year 2016
Condition: Future Year Model Build-out Year 2040
Intersection Number: 2 Total Difference 24
Existing Year Counts 2021
North/South Street Amargosa Rd Difference Ex to B-O 19
Percent 0.79
East/West Street Mojave Dr Study Year Forecast 2032 Future Year Difference Ex to Forecast 11
Date: =now()07/14/21
Model Base Year: 2016
AM 0 PM 0

0.38 0.28
2206 1091 2621 2799
0 1041 1317 3790 3229
2463 2136 1962 2191
2691 973 2731 3699
IN 6959 IN 11511
OUT 6959 OUT 11511
BAL 0 BAL 0
Model Build-out Year: 2040 Future Year
2046 1943 2913 3560
0 1496 1698 4240 3494
3159 2484 2729 2438
2590 1608 2844 3945
IN 8511 IN 13081
OUT 8513 OUT 13082
BAL 2 BAL 1
Existing Year Counts 2021
292 201 405 514
0 398 395 950 846
674 618 754 698
469 325 652 809
IN 1686 IN 2814
OUT 1686 OUT 2814
BAL 0 BAL 0
Study Year Forecast 2032 Future Year
264 349 442 612
0 477 461 1008 880
795 679 852 730
451 436 667 841
IN 1956 IN 3015
OUT 1957 OUT 3016
BAL 0 BAL 0
K:\ORA_TPTO\ZTAC\094865026 - Victorville Gas Traffic Study\7 Submittals\1st Submittal\1 Analysis\Modeling\ 7/14/2021 9:28 AM 378
Project: Victorville Mixed-Use Model Base Year 2016
Condition: Future Year Model Build-out Year 2040
Intersection Number: 3 Total Difference 24
Existing Year Counts 2021
North/South Street Village Dr Difference Ex to B-O 19
Percent 0.79
East/West Street Mojave Dr Study Year Forecast 2032 Future Year Difference Ex to Forecast 11
Date: =now()07/14/21
Model Base Year: 2016
AM 0 PM 0

0.38 0.28
673 142 310 1696
0 1251 1344 3168 4774
2262 2886 2223 2443
IN 4279 IN 7307
OUT 4279 OUT 7307
BAL 0 BAL 0
Model Build-out Year: 2040 Future Year
667 277 437 1328
0 1658 1823 3825 4986
2802 3358 2560 2830
IN 5292 IN 7983
OUT 5293 OUT 7983
BAL 1 BAL 0
Existing Year Counts 2021
441 334 648 533
0 402 672 958 1390
659 1092 701 1271
49 105 97 120
IN 1877 IN 2859
OUT 1877 OUT 2859
BAL 0 BAL 0
Study Year Forecast 2032 Future Year
440 358 664 486
0 473 755 1042 1417
753 1174 744 1321
49 105 97 120
IN 2053 IN 2946
OUT 2054 OUT 2946
BAL 0 BAL 0
K:\ORA_TPTO\ZTAC\094865026 - Victorville Gas Traffic Study\7 Submittals\1st Submittal\1 Analysis\Modeling\ 7/14/2021 9:29 AM 379
Project: Victorville Mixed-Use Model Base Year 2016
Condition: Future Year Model Build-out Year 2040
Intersection Number: 4 Total Difference 24
Existing Year Counts 2021
North/South Street Amargosa Rd Difference Ex to B-O 19
Percent 0.79
East/West Street Roy Rogers Dr/Hook Blvd Study Year Forecast 2032 Future Year Difference Ex to Forecast 11
Date: =now()07/14/21
Model Base Year: 2016
AM 0 PM 0

0.38 0.28
2740 1046 2834 3787
0 526 966 2196 4297
1199 2705 1053 2640
1139 511 1225 1664
IN 5416 IN 9848
OUT 5416 OUT 9848
BAL 0 BAL 0
Model Build-out Year: 2040 Future Year
2636 1675 2939 4028
0 525 1171 1908 3419
1445 2158 1056 2313
1817 931 1723 2536
IN 6183 IN 9950
OUT 6175 OUT 9972
BAL -8 BAL 22
Existing Year Counts 2021
0 IN 0 IN 0
OUT 0 OUT 0
BAL 0 BAL 0
Study Year Forecast 2032 Future Year
-18 110 13 31
0 0 36 -37 -113
43 -95 0 -42
118 73 64 112
IN 134 IN 13
OUT 132 OUT 16
BAL -1 BAL 3
K:\ORA_TPTO\ZTAC\094865026 - Victorville Gas Traffic Study\7 Submittals\1st Submittal\1 Analysis\Modeling\ 7/14/2021 9:29 AM 380

PLANNING COMMISSION

ATTACHMENT L

Project Plans and Site Aerial

381
DRIVE
THRU
EV

CHARGING
ONLY
EV

CHARGING
ONLY
EV

CHARGING
ONLY
BUILDING NO. SIZE USE RATIO REQUIRED PROVIDED TOTAL PARKING PROVIDED: 182 PARKING SPACES
SITE IS OVER-PARKED BY: 4 PARKING SPACES

SITE PLAN & PARKING SUMMARY
HANDICAPPED PARKING SPACES REQUIRED: 182 SPACES- 6 REQUIRED PER CODE. PROVIDED 12 SPACES
382
DRIVE
THRU
EV

CHARGING
ONLY
EV

CHARGING
ONLY
EV

CHARGING
ONLY
383
384
B
3 C
1 B
3 A
1 B
3 *
10 A
1 *
6 A
1 D
8 B
3 *
11 *
5 *
7 *
10 B
3 C
1 B
3 A
1 B
3 *
10 *
9 A
1 A
4 B
3 C
1 B
3 A
1 B
3 *
10 *
9 A
1 B
3 C
1 A
1 *
10 B
3 C
1 B
3 A
1 B
3 *
10 *
9 A
1 B
3 C
1 A
1 B
3 *
*

1. 2.

3. 4.
7/8" SMOOTH STUCCO

5. 6.
3'x7' HOLLOW METAL DOOR
3'x7' ANODIZED ALUMINUM DOOR WITH 1/4"
TEMPERED GLASS AND 10" KICK PLATE

7. WINDOWS ANODIZED ALUMINUM FRAME AND 1/2"

TEMPERED CLEAR GLASS

8. 9.

D.

10. SIGNAGE BY OTHERS UNDER SEPARATE PERMIT
12"H METAL AWNING WITH METAL RODS

11. STUCCO EXPANSION JOINTS
16" 2 TIER TOP CORNICE STUCCO FINISH
8" STUCCO FINISH TRIM
PANTON RED PMS 185C (AWNNG)

CORONADO STONE - OLD COUNTRY LEDGE

STACKING STONE
8" PORCELAIN TILE CROSSVILLE, SPEAKEASY,
SWEET GEORGIA BROWN AV283
A.

B.

SHERWIN WILLIAMS DHURRIE BEIGE #SW7524 (MAIN
WALLS)
SHERWIN WILLIAMS KESTREL WHITE #SW7516 (TRIM)
C. SHERWIN WILLIAMS DRY DOCK #SW7502 (TOWER &

POP OUTS)
01/10/2022 SK
385
EV

CHARGING
ONLY
EV

CHARGING
ONLY
EV

CHARGING
ONLY
386
387
B
3 B
3 C
1 B
3 A
1 B
3 *
10 A
1 *
6 A
1 D
8 B
3 *
11 *
5 *
7 *
10 B
3 B
3 C
1 B
3 A
1 B
3 *
10 *
11 *
9 A
1 A
4 B
3 B
3 C
1 B
3 A
1 B
3 *
10 *
9 A
1 B
3 C
1 A
1 *
11 *
10 B
3 B
3 C
1 B
3 A
1 B
3 *
10 *
9 A
1 B
3 C
1 A
1 B
3 *
*

1. 2.

3. 4.
7/8" SMOOTH STUCCO

5. 6.
3'x7' HOLLOW METAL DOOR
3'x7' ANODIZED ALUMINUM DOOR WITH 1/4"
TEMPERED GLASS AND 10" KICK PLATE

7. WINDOWS ANODIZED ALUMINUM FRAME AND 1/2"

TEMPERED CLEAR GLASS

8. 9.

D.

10. SIGNAGE BY OTHERS UNDER SEPARATE PERMIT
12"H METAL AWNING WITH METAL RODS

11. STUCCO EXPANSION JOINTS
16" 2 TIER TOP CORNICE STUCCO FINISH
8" STUCCO FINISH TRIM
PANTON RED PMS 185C (AWNNG)

CORONADO STONE - OLD COUNTRY LEDGE

STACKING STONE
8" PORCELAIN TILE CROSSVILLE, SPEAKEASY,
SWEET GEORGIA BROWN AV283
A.

B.

SHERWIN WILLIAMS DHURRIE BEIGE #SW7524 (MAIN
WALLS)
SHERWIN WILLIAMS KESTREL WHITE #SW7516 (TRIM)
C. SHERWIN WILLIAMS DRY DOCK #SW7502 (TOWER &

POP OUTS)
388
389
390
391
EV

CHARGING
ONLY
EV

CHARGING
ONLY
EV

CHARGING
ONLY

C-STORE
2927.07 FF
4,200 SF

PROPOSED
CANOPY
TE
2925
2926
2924
2923
2922
29242921
2922
2920
2921
2922
2924
2923
2921
2919
2918
2919
2920 2921
2922
2925
2927
2928
2929
2926
2927
2928 2929
2927
2927
2925
2926
2927
2928
2924
2929
2926
2923
2921 2922
2925
2924
2923
2926

PROPOSED

HEADWALL
GB
GB
GB
GB
RL
GB

DAYLIGHT LINE

DAYLIGHT LINE

PROPOSED

RETAINING
WALL
S
S
S
S
W
W
W
W 4.7%

6.0%

5.2%

4.0%

4.6%

4.6%

4.2%

1.4%

1.8%1.8%

0.8%

1.5%

1.6%

6.8%

6.1% 6.0% 4.6%

5.8%

4.0%

3.1%

3.7%

4.3%

4.9%

5.4%

4.2%

3.0%

2.1%

2.3%

3.7%

5.4%

1.9%

2.1% 3.9% 6.1%

4.7%

4.7%

5.1%

5.9%

5.1%

2.4%
2923.91
FS
2923.31
FS
2924.32
FS
2925.13
FS
2924.80
FS
2925.98
FS
2924.75
FS
2925.98
FS
2927.15 TC
2926.65 FS
2926.11 TC
2925.61 FS
2922.79 TC
2922.29 FS
2929.91 TC
2929.41 FS
2925.82 TC
2925.32 FS
2926.97 TC
2926.47 FS
2927.39 TC
2926.89 FS
2925.49 TC
2924.99 FS
2921.88 TC
2921.38 FS
2925.46 TC
2924.96 FS
2922.38 TC
2921.88 FS

1.8%

0.0%

1.8% 1.8%

1.7%
2929.65 TC
2929.15 FS
2926.78 TC
2926.28 FS
2929.96 TC
2929.46 FS
2928.40 TC
2927.90 FS
2922.68 TC
2922.18 FS

2.0% 2.0% 2.0%1.7% 2.3%

2.0% 2.0% 2.0%3.4%
2927.19 TC
2926.69 FS
2926.25 TC
2925.75 FS
2923.47 TC
2922.97 FS
2924.41 TC
2923.91 FS
2925.92 TC
2925.42 FS
2927.15 TC
2926.65 FS
2926.66 TC
2926.16 FS
2927.46 TC
2926.96 FS
2925.17
FS
2925.13
FS
2919.73 TC
2919.23 FS
2918.85 TC
2918.35 FS
2921.52 TC
2921.02 FS
2924.69 TC
2924.19 FS
2928.57 TC
2928.07 FS
2929.03 TC
2928.53 FL
2929.27 TC
2928.77 FS
2929.07 TC
2928.57 FS

0.6%

0.5%

2.0%

1.2%

0.9%

0.9%

0.9%

1.3% 0.9%

3.0%

2.1%

1.5%

1.0% 1.6%

0.7%

0.5%

0.6%

0.6%

0.6%

0.8%

4.8%

1.5%

4.9%2925.29 TC
2924.79 FS

8.1%

11.7%

7.6%

1.2% 1.2% 1.4% 1.2% 1.1%
2921.25
FS
2920.35
FS
2924.18
FS
2924.15
FS
2929.50
FS
2929.46
FS
2929.32
FS
2929.25
FS
2923.33
FS
2922.57
FS

1.5% 1.5% 1.4%
2929.32 TC
2928.82 FL
2923.50
FS
2922.61
FS
2923.17 TC
2922.67 FS
2923.20 TC
2922.70 FS

2.2%

2.0%
2922.75
FS
2921.31
FS
2920.49
FS
2926.49 TC
2925.99 FS
2926.97 TC
2926.47 FS

0.6%

0.7%

0.7%0.8%
2925.85
FS
2926.35 TC
2925.85 FS

32.8%

39.6%

41.7%

50.0%

19.7%
2926.95 TC
2926.45 FS
2926.85 TC
2926.35 FS

8.0%

44.60'

AMARGOSA ROAD

MOJAVE DRIVE
EX. R/W
EX. R/W
P/L
R/W
N89°10'31"E
223.35'N89°51'15"E
168.81'
N0°50'32"W
219.87'
N89°09'28"E
252.84'
N0°41'27"W
189.72'
Δ=090°08'57"
T=30.08'
R=30.00'
L=47.20'

PROPOSED R/W

PROPOSED R/W
S0°41'14"E
489.98'
S75°39'22"E

42.04'
N45°45'21"W

46.33'
N89°10'31"E
258.20'
N0°41'14"W
172.01'
P/L
N89°10'31"E
1063.88'
CLCL
CL
CL
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
////////////////////////////////////
// //
//
// //
//
//
// //
//
// //
//
//
// // // // // // // // // // // // // // // //
PARCEL 2
PARCEL 1
S
S
S
S
S
S
S

SSSSSSSSSSSSS
G

GGGGGGGGGGGGG
W
W
W
W
W
W
W
W

WWWWWWWWWWWW
W W
G
G
G
G
G
G

PRELIMINARY GRADING PLAN

PRELIMINARY GRADING PLAN

C-STORE VICTORVILLE
S.W. COR MOJAVE DR, AMARGOSA RD,, VICTORVILLE, CA. 92394 ABBREVIATIONS:

AC ASPHALT CONCRETE

CF CURB FACE
EX. EXISTING

FF FINISHED FLOOR

FL FLOW LINE

GB GRADE BREAK
MAX. MAXIMUM
MIN. MINIMUM

P/L PROPERTY LINE

PCC PORTLAND CEMENT CONCRETE

RL RIDGE LINE

R/W RIGHT OF WAY
LEGEND:

NEW PCC SIDEWALK

NEW AC PAVEMENT

NEW PCC PAVEMENT

R/W OR P/L

EASEMENT LINE
CURB

CURB AND GUTTER

FLOW LINE
1 ESTIMATED EARTHWORK QUANTITIES
CUT 2,388 CY
FILL 2,342 CY

IMPORT -
EXPORT 46 CY

EARTHWORK QUANTITIES SHOWN ARE RAW ESTIMATES ONLY INTENDED FOR ESTABLISHING GOVERNING AGENCY FEES.

CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE QUANTITIES FOR BID PURPOSES AND ANY EXPORT OR IMPORT REQUIRED TO BALANCE THE SITE.

OF 5 SHEETS
SHEET
DATE:

JOB NO.
21047
10/19/2021
W:\21-047 C-STORE VICTORVILLE\DWG\21047PTB.dwg Oct 19, 2021 - 2:35pm

C-STORE VICTORVILLE
S.W. COR MOJAVE DR, AMARGOSA RD, VICTORVILLE, CA. 92394A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600
DIAL
BEFORE

YOU DIG

TWO WORKING

DAYS BEFORE

YOU DIG

REVISIONS

DATE DESCRIPTION

BENCHMARK
DESCRIPTION:

CITY OF VICTORVILLE BM
BM NO. V-6R
ELEVATION: 2926.81'

BASIS OF BEARINGS
THE CENTERLINE OF MOJAVE DRIVE SHOWN AS N 89° 10’ 31” E, 0 SCALE: 1" = 20'
40'20'20' 10'
INC
Waber Consultants

PLANNING CIVIL ENGINEERING SURVEYING
19210 S. VERMONT AVE., SUITE 115, GARDENA, CA 90248
P (424) 344-2464 F (562) 372-3282
392
S
S
S
S
S
S
S

SSSSSSSSSSSSS
G

GGGGGGGGGGGGG
W
W
W
W
W
W
W
W

WWWWWWWWWWWW
W W
G
G
G
G
G
G
EV

CHARGING
ONLY
EV

CHARGING
ONLY
EV

CHARGING
ONLY

C-STORE
2927.07 FF
4,200 SF

PROPOSED
CANOPY
TE
2925
2926
2924
2923
2922
29242921
2922
2920
2921
2922
2924
2923
2921
2919
2918
2919
2920 2921
2922
2925
2927
2928
2929
2926
2927
2928 2929
2927
2927
2925
2926
2927
2928
2924
2929
2926
2923
2921 2922
2925
2924
2923
2926

PROPOSED

HEADWALL
PROPOSED 3-36"
PIPES

TIE-IN TO

CMP PIPE

TIE-IN TO EXISTING

SRP PIPE

PROPOSED
CDS

PROPOSED PERFORATED
60" DIA CMP

PROPOSED SEWER

LATERAL
W
W
W
W
S
S
S
S

44.60'

AMARGOSA ROAD

MOJAVE DRIVE
EX. R/W
EX. R/W
P/L
R/W
N89°10'31"E
223.35'N89°51'15"E
168.81'
N0°50'32"W
219.87'
N89°09'28"E
252.84'
N0°41'27"W
189.72'
Δ=090°08'57"
T=30.08'
R=30.00'
L=47.20'

PROPOSED R/W

PROPOSED R/W
S0°41'14"E
489.98'
S75°39'22"E

42.04'
N45°45'21"W

46.33'
N89°10'31"E
258.20'
N0°41'14"W
172.01'
P/L
N89°10'31"E
1063.88'
CLCL
CL
CL
PARCEL 2
PARCEL 1

PROPOSED DOMESTIC

WATER LATERAL

PROPOSED FIRE

SERVICE LINE
EXISTING 3-36"

SRP PIPE
LEGEND:

EXISTING

WATER LINE

EXISTING

SEWER LINE

EXISTING

ELECTRICAL LINE

PROPOSED

STORM DRAIN LINE

PROPOSED
WATER

PROPOSED

SEWER LINE
S
W
E
S
OF 5 SHEETS
SHEET
DATE:

JOB NO.
21047
10/20/2021
W:\21-047 C-STORE VICTORVILLE\DWG\21047-02SSWT.dwg Oct 20, 2021 - 5:09pm

C-STORE VICTORVILLE
S.W. COR MOJAVE DR, AMARGOSA RD, VICTORVILLE, CA. 92394A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600
DIAL
BEFORE

YOU DIG

TWO WORKING

DAYS BEFORE

YOU DIG

REVISIONS

DATE DESCRIPTION

BENCHMARK
DESCRIPTION:

CITY OF VICTORVILLE BM
BM NO. V-6R
ELEVATION: 2926.81'

BASIS OF BEARINGS
THE CENTERLINE OF MOJAVE DRIVE SHOWN AS N 89° 10’ 31” E, 0 SCALE: 1" = 20'
40'20'20' 10'
INC
Waber Consultants

PLANNING CIVIL ENGINEERING SURVEYING
19210 S. VERMONT AVE., SUITE 115, GARDENA, CA 90248
P (424) 344-2464 F (562) 372-3282

PRELIMINARY UTILITY

C-STORE VICTORVILLE
S.W. COR MOJAVE DR, AMARGOSA RD,, VICTORVILLE, CA. 92394 2 PRELIMINARY UTILITY
393
////////
//
//
//
//
////////////////////////////////
//
//
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S

SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
OU
OU
OUOU
OU
OU
OUOU
OU
OU

OUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOU (2920)
(2921)
(2922)
(2925)(2920)
(2920)
(2928)
(2927)
(2925)
(2920)
(2928)
EV

CHARGING
ONLY
EV

CHARGING
ONLY
EV

CHARGING
ONLY

C-STORE
2927.07 FF
4,200 SF

PROPOSED
CANOPY
TE
2925
2926
2924
2923
2922
29242921
2922
2920
2921
2922
2924
2923
2921
2919
2918
2919
2920 2921
2922
2925
2927
2928
2929
2926
2927
2928 2929
2927
2927
2925
2926
2927
2928
2924
2929
2926
2923
2921 2922
2925
2924
2923
2926

C-STORE
2927.07 FF
4,200 SF
AREA - 1
TOTAL 49,467 SF (1.14 AC)
PERVIOUS (LS) 9,614 SF (0.22AC)
IMPERVIOUS (HS) 39,853 SF (0.92AC)
S
S
S
S
S
S
S

SSSSSSSSSSSSS
G

GGGGGGGGGGGGG
W
W
W
W
W
W
W
W

WWWWWWWWWWWW
W W
G
G
G
G
G
G

PROPOSED PERFORATED CMP
VREQ = 2,263 CF
VPROV = 2,397 CF

PROPOSED
CDS

44.60'

AMARGOSA ROAD

MOJAVE DRIVE
EX. R/W
EX. R/W
P/L
R/W
N89°10'31"E
223.35'N89°51'15"E
168.81'
N0°50'32"W
219.87'
N89°09'28"E
252.84'
N0°41'27"W
189.72'
Δ=090°08'57"
T=30.08'
R=30.00'
L=47.20'

PROPOSED R/W

PROPOSED R/W
S0°41'14"E
489.98'
S75°39'22"E

42.04'
N45°45'21"W

46.33'
N89°10'31"E
258.20'
N0°41'14"W
172.01'
P/L
N89°10'31"E
1063.88'
CLCL
CL
CL
//
//
//
//
//////////////////////
////////////////////////////////////
//
// //
//
// //
//
// // //
//
// //
//
// // // // // // // // // // // // // // // //
PARCEL 2
PARCEL 1
EXISTING 3-36"

SRP PIPE
OF 5 SHEETS
SHEET
DATE:

JOB NO.
21047
10/20/2021
W:\21-047 C-STORE VICTORVILLE\DWG\21047-03WQMP.dwg Oct 20, 2021 - 5:09pm

C-STORE VICTORVILLE
S.W. COR MOJAVE DR, AMARGOSA RD, VICTORVILLE, CA. 92394A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600
DIAL
BEFORE

YOU DIG

TWO WORKING

DAYS BEFORE

YOU DIG

REVISIONS

DATE DESCRIPTION

BENCHMARK
DESCRIPTION:

CITY OF VICTORVILLE BM
BM NO. V-6R
ELEVATION: 2926.81'

BASIS OF BEARINGS
THE CENTERLINE OF MOJAVE DRIVE SHOWN AS N 89° 10’ 31” E, 0 SCALE: 1" = 20'
40'20'20' 10'
INC
Waber Consultants

PLANNING CIVIL ENGINEERING SURVEYING
19210 S. VERMONT AVE., SUITE 115, GARDENA, CA 90248
P (424) 344-2464 F (562) 372-3282

PRELIMINARY WQMP
3 PRELIMINARY WQMP

C-STORE VICTORVILLE
S.W. COR MOJAVE DR, AMARGOSA RD,, VICTORVILLE, CA. 92394 LEGEND:

PROPOSED PERVIOUS AREA

PROPOSED IMPERVIOUS AREA

PROPOSED INFILTRATION BMP

DRAINAGE BOUNDARY
STENCIL "NO DUMPING" SIGN
A
394
S.W. COR MOJAVE DR, AMARGOSA RD,
VICTORVILLE, CA. 92394
////
//
//
////////////////////////////////////////////////////////// //
OU
OU
OUOU
OU

OUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOU (2920)
(2921)
(2922)
(2923)
(2924)(2925)
(2930)
(2929)
(2928)
(2927)
(2926)
(2931)(2932)
(2925)
(2925)
(2925)(2920)(2920)
(2928)
(2927)
(2925)(2920)
(2928)
(2920)
(2921)
(2922)
(2923)(2924)
(2922)
(2923)
(2924)
EV

CHARGING
ONLY
EV

CHARGING
ONLY
EV

CHARGING
ONLY

C-STORE
2927.07 FF
4,200 SF

PROPOSED
CANOPY
TE
S
S
S

SSSSSSSSSSSS
G

GGGGGGGGGGGGGGGG
WWW
W
W
W
W

WWWWWWW
W
G
G
G
N89°10'31"E 1063.88'

MOJAVE DRIVE

AMARGOSA ROAD
EX. R/W
EX. R/WEX. R/W
EX. R/W
P/L
N89°10'31"E
223.35'
N89°51'15"E
168.81'
N89°10'31"E
199.59'
N89°40'41"W
400.08'
N89°09'28"E
768.63'
N0°50'32"W
219.87'
N89°09'28"E
252.84'
N0°41'27"W
189.72'
Δ=090°08'57"
T=30.08'
R=30.00'
L=47.20'

PROPOSED R/W PROPOSED R/W

PROPOSED R/W

PROPOSED R/W
S0°41'14"E
489.98'
N0°46'49"W
216.11'
N0°46'49"W

14.00'
N89°10'31"E
681.22'
S75°39'22"E

42.04'
N45°45'21"W

46.33'
N89°10'31"E
258.20'
N0°41'14"W
172.01'
℄℄℄
P/L
P/L
P/L
N89°10'31"E
1063.88'
CLCL
CL
CL
//
//
//
//////
//
//////////////////
//
// //
// //
// //
// // // // // // // //
PARCEL 2:

GROSS AREA: 55,452 SQ.FT. ( 1.27 AC. )
NET AREA: 47,419 SQ.FT. ( 1.09 AC. )
75'
PARCEL 2:

GROSS AREA: 172,029 SQ.FT. ( 3.95 AC. )
NET AREA: 163,208 SQ.FT. ( 3.75 AC. )
60'
64'

56.8'
30'20' PROPOSED DRAINAGE EASEMENT

TO CITY OF VICTORVILLE
4'

RAISED MEDIAN
64' 5'
145'

TYPICAL SECTION

MOJAVE DRIVE

SUPER ARTERIAL
SCALE: 1" = 10'

PROPOSED CURB
& GUTTER
EX.

SIDEWALK
EX. AC

PAVEMENT
C/L

PROPOSED

LANDSCAPE
50'5'
EX. CURB
& GUTTER
EX.

SIDEWALK
EX. AC

PAVEMENT
N
R/W
6'
S
R/W
75'70'

TYPICAL SECTION

AMARGOSA ROAD

ARTERIAL
SCALE: 1" = 10'
11'
6' 7' 5' 3' 12' 11' 11' 4' 11' 11' 11' 11' 12' 5'

BIKE LANE
14' 5' 6'
4'

RAISED MEDIAN
51' 5'
113'
EX. AC

PAVEMENT
C/L
EX.

LANDSCAPE
32'11'

PROPOSED CURB
& GUTTER

PROPOSED

SIDEWALK

PROPOSED AC

PAVEMENT
W
R/W
6'
E
R/W
62'51'
4'
91'
4'4'12'12'3'5'5'6'
EX. AC

PAVEMENT
OF 5 SHEETS
SHEET
DATE:

JOB NO.
21047
10/20/2021
W:\21-047 C-STORE VICTORVILLE\DWG\21047-04PTM.dwg Oct 20, 2021 - 5:10pm

C-STORE VICTORVILLE
S.W. COR MOJAVE DR, AMARGOSA RD, VICTORVILLE, CA. 92394A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600
DIAL
BEFORE

YOU DIG

TWO WORKING

DAYS BEFORE

YOU DIG

REVISIONS

DATE DESCRIPTION

BENCHMARK
DESCRIPTION:

CITY OF VICTORVILLE BM
BM NO. V-6R
ELEVATION: 2926.81'

BASIS OF BEARINGS
THE CENTERLINE OF MOJAVE DRIVE SHOWN AS N 89° 10’ 31” E, INC
Waber Consultants

PLANNING CIVIL ENGINEERING SURVEYING
19210 S. VERMONT AVE., SUITE 115, GARDENA, CA 90248
P (424) 344-2464 F (562) 372-3282
0 SCALE: 1" = 40'
80'40'40' 20'

TENTATIVE PARCEL MAP

VICINITY MAP
SCALE 1" = 2000'

TENTATIVE PARCEL MAP

C-STORE VICTORVILLE
S.W. COR MOJAVE DR, AMARGOSA RD,, VICTORVILLE, CA. 92394 LEGEND

R/W OR P/L

EASEMENT LINE

SETBACK LINE

BLDG BUILDING

TE TRASH ENCLOSURE

FF FINISH FLOOR
4 EASEMENT LEGEND:

CENTERLINE OF AN EASEMENT, UNDISCLOSED WIDTH, TO

CALIFORNIA ELECTRIC POWER COMPANY, FOR UTILITIES PURPOSES, PER BOOK 3851 PAGE 387 O.R.
30' EASEMENT TO SW GAS PER BOOK 4364 PAGE 42 O.R.

RIGHT OF WAY LINE, EASEMENT TO CITY OF VICTORVILLE PER DOC # 1996-0254393 O.R.
10 NOTE:

TENTATIVE MAP INCLUDES THE ENTIRE CONTIGUOUS OWNERSHIP

OF THE LAND
OWNER / SUBDIVIDER:

MR. KARAN BHATIA
BL GROUP, INC.

P.O. BOX 1021
WALNUT, CA 91788
APPLICANT / CIVIL ENGINEER:

WABER CONSULTANTS, INC.

CONTACT: MAHIR WABER, PE.
19210 S.VERMONT AVE., SUITE 115
GARDENA, CA 90248
P (424) 344-2464
F (562) 372-3282
SOILS ENGINEER:

GEO ENVIRONMENT ENG. CONSULTANTS, INC.

CONTACT: JABED MASUD, MSCE.
4071 E. LA PALMA AVE., STE B
ANAHEIM, CA 92807
P (714) 632-3190
F (714) 632-3191

ARCHITECT
A & S ENGINEERING, INC.

CONTACT: AHMAD GHADERI
28405 SAND CANYON ROAD, SUITE B
CANYON COUNTRY, CA 91387
P (661) 250-9300

SUBDIVISION NOTES
TOTAL PROPERTY 227,481 SQ.FT. (5.22 ACRES)
BEING SUBDIVIDED INTO 2 LOTS
PARCEL 1
GROSS AREA = 172,029 SQ.FT. (3.95 ACRES)
NET AREA = 163,208 SQ.FT. (3.75 ACRES)
PARCEL 2
GROSS AREA = 55,452 SQ.FT. (1.27 ACRES)
NET AREA = 47,419 SQ.FT. (1.09 ACRES)
10 11
12 11
12 ADDRESS S.W. COR MOJAVE DR, AMARGOSA RD,
VICTORVILLE, CA. 92394

LEGAL DESCRIPTION
A PORTION OF THE NORTHEAST 1/4 OF SECTION 18; T5N R4W,
S.B.B.M, IN THE CITY OF VICTORVILLE, COUNTY OF SAN
BERNARDINO, STATE OF CALIFORNIA.

APN : 3106-1801-01
ZONING
EXISTING - ZONE R-1 SINGLE FAMILY

PROPOSED - XXX

FLOOD ZONING
PER FIRM MAP 06071C5785H & 06071C5795H
ZONE X- 0.2% ANNUAL CHANCE OF FLOOD HAZARD
SITE STATISTICS:
395
OU
OU
OU
OUOU
OU
OU
OUOU
OU

OUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOU
EV

CHARGING
ONLY
EV

CHARGING
ONLY
EV

CHARGING
ONLY

C-STORE
2927.07 FF
4,200 SF

PROPOSED
CANOPY
TE

44.60'

AMARGOSA ROAD

MOJAVE DRIVE
EX. R/W
EX. R/W
P/L
R/W
N89°10'31"E
223.35'
N0°50'32"W
219.87'
N89°09'28"E
252.84'
N0°41'27"W
189.72'
Δ=090°08'57"
T=30.08'
R=30.00'
L=47.20'

PROPOSED R/W

PROPOSED R/W
S0°41'14"E
489.98'
N45°45'21"W

46.33'
N89°10'31"E
258.20'
N0°41'14"W
172.01'
N89°10'31"E
1063.88'
CL
CL
CL
//
//
//
//
//
//
//
//
//
//
//
////////
////////////////////////////////////
//
//
// //
//
// //
//
//
// //
//
// //
// // // // // // // // // // // // // // // //
PARCEL 2
PARCEL 1
4'4'12'12'
3'
5'5'6'
11'
11'
11'
12'
5'
14'
5'
6'
11'
4'
75'
51'
R50'
4'
4'
10'
75'
60'
30'
40'
45'

PROPOSED SIDEWALK
PROPOSED 6" CURB

AND GUTTER

PROPOSED

SIDEWALK
PROPOSED 6" CURB

AND GUTTER

PROPOSED ADA RAMP
10 12
11 20' PROPOSED DRAINAGE EASEMENT

TO CITY OF VICTORVILLE

PROPOSED RAISED
MEDIAN

PROPOSED RAISED
MEDIAN
OF 5 SHEETS
SHEET
DATE:

JOB NO.
21047
10/20/2021
W:\21-047 C-STORE VICTORVILLE\DWG\21047-05PSI.dwg Oct 20, 2021 - 5:10pm

C-STORE VICTORVILLE
S.W. COR MOJAVE DR, AMARGOSA RD, VICTORVILLE, CA. 92394A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600
DIAL
BEFORE

YOU DIG

TWO WORKING

DAYS BEFORE

YOU DIG

REVISIONS

DATE DESCRIPTION

BENCHMARK
DESCRIPTION:

CITY OF VICTORVILLE BM
BM NO. V-6R
ELEVATION: 2926.81'

BASIS OF BEARINGS
THE CENTERLINE OF MOJAVE DRIVE SHOWN AS N 89° 10’ 31” E, 0 SCALE: 1" = 20'
40'20'20' 10'
INC
Waber Consultants

PLANNING CIVIL ENGINEERING SURVEYING
19210 S. VERMONT AVE., SUITE 115, GARDENA, CA 90248
P (424) 344-2464 F (562) 372-3282

PRELIMINARY STREET IMPROVEMENTS
LAYOUT

PRELIMINARY STREET

IMPROVEMENTS LAYOUT

C-STORE VICTORVILLE
S.W. COR MOJAVE DR, AMARGOSA RD,, VICTORVILLE, CA. 92394 LEGEND

R/W OR P/L

EASEMENT LINE

SETBACK LINE
5 EASEMENT LEGEND:

CENTERLINE OF AN EASEMENT, UNDISCLOSED WIDTH, TO

CALIFORNIA ELECTRIC POWER COMPANY, FOR UTILITIES PURPOSES, PER BOOK 3851 PAGE 387 O.R.
30' EASEMENT TO SW GAS PER BOOK 4364 PAGE 42 O.R.

RIGHT OF WAY LINE, EASEMENT TO CITY OF VICTORVILLE PER DOC # 1996-0254393 O.R.
10 11
12 396
S.W. COR MOJAVE DR, AMARGOSA RD,
VICTORVILLE, CA. 92394
////
//
//
////////////////////////////////////////////////////////// //
OUOU
OUOUOU

OUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOU (2920)
(2921)
(2922)
(2923)
(2924)(2925)
(2930)
(2929)
(2928)
(2927)
(2926)
(2931)(2932)
(2925)
(2925)
(2925)(2920)(2920)
(2928)
(2927)
(2925)(2920)
(2928)
(2920)
(2921)
(2922)
(2923)(2924)
(2922)
(2923)
(2924)
EV

CHARGING
ONLY
EV

CHARGING
ONLY
EV

CHARGING
ONLY

C-STORE
2927.07 FF
4,200 SF

PROPOSED
CANOPY
TE
S
S
S

SSSSSSSSSSSS
G

GGGGGGGGGGGGGGGG
WWW
W
W
W
W

WWWWWWW
W
G
G
G
N89°10'31"E 1063.88'

MOJAVE DRIVE

AMARGOSA ROAD
EX. R/W
EX. R/WEX. R/W
EX. R/W
P/L
N89°10'31"E
223.35'
N89°51'15"E
168.81'
N89°10'31"E
199.59'
N89°40'41"W
400.08'
N89°09'28"E
768.63'
N0°50'32"W
219.87'
N89°09'28"E
252.84'
N0°41'27"W
189.72'
Δ=090°08'57"
T=30.08'
R=30.00'
L=47.20'

PROPOSED R/W PROPOSED R/W

PROPOSED R/W

PROPOSED R/W
S0°41'14"E
489.98'
N0°46'49"W
216.11'
N0°46'49"W

14.00' N89°10'31"E
612.58'
S85°04'25"E
109.77'
N45°45'21"W

46.33'
N89°10'31"E
258.20'
N0°41'14"W
172.01'
℄℄℄
P/L
P/L
P/L
N89°10'31"E
1063.88'
CLCL
CL
CL
//
////////////
//////////////////
// //
//
// // //
//
// // // // // // // //
PARCEL 1:

GROSS AREA: 55,452 SQ.FT. ( 1.27 AC. )
NET AREA: 47,419 SQ.FT. ( 1.09 AC. )
75'
REMAINDER PARCEL:

GROSS AREA: 172,029 SQ.FT. ( 3.95 AC. )
NET AREA: 162,830 SQ.FT. ( 3.74 AC. )
60'
64'

56.8'
30'20' PROPOSED DRAINAGE EASEMENT

TO CITY OF VICTORVILLE
4'

PROPOSED

RAISED MEDIAN
64' 5'
145'

TYPICAL SECTION

MOJAVE DRIVE

SUPER ARTERIAL
SCALE: 1" = 10'

PROPOSED CURB
& GUTTER

PROPOSED

SIDEWALK
EX. AC

PAVEMENT
C/L

PROPOSED

LANDSCAPE
50'5'
EX. CURB
& GUTTER
EX.

SIDEWALK
EX. AC

PAVEMENT
N
R/W
6'
S
R/W
75'70'

TYPICAL SECTION

AMARGOSA ROAD

ARTERIAL
SCALE: 1" = 10'
11'
6' 7' 5' 3' 12' 11' 11' 4' 11' 11' 11' 11' 12' 5'

BIKE LANE
14' 5' 6'
4'

PROPOSED

RAISED MEDIAN
51' 5'
113'
EX. AC

PAVEMENT
C/L
EX.

LANDSCAPE
32'11'

PROPOSED CURB
& GUTTER

PROPOSED

SIDEWALK

PROPOSED AC

PAVEMENT
W
R/W
6'
E
R/W
62'51'
4'
91'
4'4'12'12'3'5'5'6'
EX. AC

PAVEMENT

PROPOSED

LANDSCAPE
(MAINTAINED BY

PROPERTY OWNER)

PROPOSED
CURB

PROPOSED
CURB
OF 5 SHEETS
SHEET
DATE:

JOB NO.
21047
4/5/2022
W:\21-047 C-STORE VICTORVILLE\DWG\21047-04PTM.dwg Apr 05, 2022 - 9:32am

C-STORE VICTORVILLE
S.W. COR MOJAVE DR, AMARGOSA RD, VICTORVILLE, CA. 92394A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600
DIAL
BEFORE

YOU DIG

TWO WORKING

DAYS BEFORE

YOU DIG

REVISIONS

DATE DESCRIPTION

BENCHMARK
DESCRIPTION:

CITY OF VICTORVILLE BM
BM NO. V-6R
ELEVATION: 2926.81'

BASIS OF BEARINGS
THE CENTERLINE OF MOJAVE DRIVE SHOWN AS N 89° 10’ 31” E, INC
Waber Consultants

PLANNING CIVIL ENGINEERING SURVEYING
19210 S. VERMONT AVE., SUITE 115, GARDENA, CA 90248
P (424) 344-2464 F (562) 372-3282
0 SCALE: 1" = 40'
80'40'40' 20'
TENTATIVE PARCEL MAP 20564

VICINITY MAP
SCALE 1" = 2000'
TENTATIVE PARCEL MAP 20564

C-STORE VICTORVILLE
S.W. COR MOJAVE DR, AMARGOSA RD,, VICTORVILLE, CA. 92394 LEGEND

R/W OR P/L

EASEMENT LINE

SETBACK LINE

BLDG BUILDING

TE TRASH ENCLOSURE

FF FINISH FLOOR
4 EASEMENT LEGEND:

CENTERLINE OF AN EASEMENT, UNDISCLOSED WIDTH, TO

CALIFORNIA ELECTRIC POWER COMPANY, FOR UTILITIES PURPOSES, PER BOOK 3851 PAGE 387 O.R.
30' EASEMENT TO SW GAS PER BOOK 4364 PAGE 42 O.R.

RIGHT OF WAY LINE, EASEMENT TO CITY OF VICTORVILLE PER DOC # 1996-0254393 O.R.
10 NOTE:

TENTATIVE MAP INCLUDES THE ENTIRE CONTIGUOUS OWNERSHIP

OF THE LAND
OWNER / SUBDIVIDER:

MR. KARAN BHATIA
BL GROUP, INC.

P.O. BOX 1021
WALNUT, CA 91788
APPLICANT / CIVIL ENGINEER:

WABER CONSULTANTS, INC.

CONTACT: MAHIR WABER, PE.
19210 S.VERMONT AVE., SUITE 115
GARDENA, CA 90248
P (424) 344-2464
F (562) 372-3282
SOILS ENGINEER:

GEO ENVIRONMENT ENG. CONSULTANTS, INC.

CONTACT: JABED MASUD, MSCE.
4071 E. LA PALMA AVE., STE B
ANAHEIM, CA 92807
P (714) 632-3190
F (714) 632-3191

ARCHITECT
A & S ENGINEERING, INC.

CONTACT: AHMAD GHADERI
28405 SAND CANYON ROAD, SUITE B
CANYON COUNTRY, CA 91387
P (661) 250-9300

SUBDIVISION NOTES
TOTAL PROPERTY 227,481 SQ.FT. (5.22 ACRES)
BEING SUBDIVIDED INTO 2 LOTS
PARCEL 1
GROSS AREA = 55,452 SQ.FT. (1.27 ACRES)
NET AREA = 47,419 SQ.FT. (1.09 ACRES)

REMAINDER PARCEL
GROSS AREA = 172,029 SQ.FT. (3.95 ACRES)
NET AREA = 162,830 SQ.FT. (3.74 ACRES)
10 11
12 11
12 ADDRESS S.W. COR MOJAVE DR, AMARGOSA RD,
VICTORVILLE, CA. 92394

LEGAL DESCRIPTION
A PORTION OF THE NORTHEAST 1/4 OF SECTION 18; T5N R4W,
S.B.B.M, IN THE CITY OF VICTORVILLE, COUNTY OF SAN
BERNARDINO, STATE OF CALIFORNIA.

APN : 3106-181-01
ZONING
EXISTING - ZONE R-1 SINGLE FAMILY

PROPOSED - XXX

FLOOD ZONING
PER FIRM MAP 06071C5785H & 06071C5795H
ZONE X- 0.2% ANNUAL CHANCE OF FLOOD HAZARD
SITE STATISTICS:
397
398
Item Number: 3
City Council / Board of Directors
Public Hearing
Meeting of: May 17, 2022
Submitted By:

Andre de Bortnowsky, City Attorney

Subject:

Introduction of Ordinance No. 2428, amending Section 2.16.020 of Chapter 2.16 of the Victorville Municipal Code, for the purpose of adjusting the salaries of the members of the Victorville City Council
Recommendation:

That the Honorable City Council: (1) Open and conduct the public hearing; (2) Close the Public Hearing; (3) Introduce Ordinance No. 2428 for adoption and first reading by title only; and (4) Waive further reading in full of proposed Ordinance No. 2428.

Fiscal Impact:

There is no fiscal impact associated with this action at this time. However, when the salary increase becomes effective following the November 2022 election and the seating of new City Council Members in December as discussed herein, the salary amount paid to each City Council Member will be increased by $299.36 each (a total increase in salaries paid per month to City Council Members of slightly less than $1,500.00) Background:

At the September 7, 2021 Regular City Council meeting, it was moved by Council Member Becerra and approved by a majority vote of the City Council to agendize an item for discussion and possible action regarding City Council stipend pay.

At the October 5, 2021 Regular City Council meeting, an item was presented to City Council providing a total compensation survey from surrounding cities with similar populations. At said meeting, a motion was made for the stipend for the City of Victorville City Council members to be increased to $1,200 a month after the 2022 general municipal election results are certified and new members are seated in December of 2022. The motion passed by majority vote of the City Council.
2 5
5 8
Discussion:

Both State law (Government Code Sections 36516 and 36516.5) and the Victorville Municipal Code (“VMC”) Section 2.16.030 permit a change in City Council compensation, provided that: (1) the increased amount does not exceed an increase of more than five percent (5%) over the amount currently being received ($940.64), multiplied by the number of years since the last adjustment was made in December 2006 (non- compounded); and (2) such increase becomes effective only when at least one member of the City Council commences a new term.

Based on the above noted action of the City Council and given that the proposed increase to $1,200 per month does not exceed the statutory five percent (5%) calculation, Section

2.16.020 of the VMC needs to be amended to reflect the change in the monthly salary for each member of the City Council.

Attached Ordinance No. 2428 amends the VMC and provides for such a change in compensation to be effective as of the first Council Member pay period that commences on or after the date new Council Members are sworn into office in December following the certification of the November 2022 election results.

During the course of review, it was also determined that several sections of Chapter 2.16, all of which address City Council salary/compensation issues, had not been updated since 1967 and contained references to laws no longer in effect, irrelevant population figures, and non-gender-neutral pronoun references. In addition, VMC Section 2.16.060 was no longer consistent with State law or adopted City Council policies relating to City Council expense reimbursements. As such, revisions to the outdated VMC sections were also made a part of Ordinance No. 2428 to ensure consistency with current State laws and City practices, but none of these proposed revisions will substantively affect the manner in which Chapter 2.16 has been operating for at least the past decade.

Staff remains available for any questions or comments you may have.

Attachments: A. Ordinance No. 2428
B. Blackline Comparison of Changes to Chapter 2.16
Attachment A
Ordinance No. 2428

ORDINANCE NO. 2428

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF
VICTORVILLE, CALIFORNIA, AMENDING SECTION 2.16.020 OF
CHAPTER 2.16 OF THE VICTORVILLE MUNICIPAL CODE (“CITY
COUNCIL COMPENSATION”) FOR THE PURPOSE OF ADJUSTING

THE SALARIES OF THE MEMBERS OF THE VICTORVILLE CITY

COUNCIL
WHEREAS, pursuant to California Government Code Section 36516, the City of Victorville (the “ City”) enacted Section 2.16.030 of the Victorville Municipal Code (“ VMC”), which provides that the salary payable to each member of the City Council of the City of Victorville (“City Council”) may from time to time be increased by ordinance or by an amendment to an ordinance of the City Council; and
WHEREAS, pursuant to Section 2.16.030 of the VMC, any incre ase in salary cannot exceed an amount equal to five percent (5%) for each calendar year from the operative date of the last adjustment of the salary; and
WHEREAS, Section 36516.5 of the California Government Code prohibits an adjustment in salary during a city council member’s term of office, but permits such adjustment in salary of all city council members serving staggered terms to take effect when at least one City Council member commences a new term; and
WHEREAS, the City Council members serve staggered terms and at least two members shall commence a new term in December 2022, following the certification of the November 8, 2022 election results and the swearing in of such new members at a meeting held in December specifically for that purpose; and
WHEREAS, the operative date of the last adjustment in salary was in December 2006, after certain City Council members commenced a new term, and the adjustment was an increase to an amount equaling nine hundred forty dollars and sixty-nine cents ($940.64) per month; and WHEREAS, the City Council deems it desirable to adopt this Ordinance to increase by means of an amendment to the VMC, the amount of salary received by members of the City Council, which amount cannot exceed an increase of more than five percent (5%) over the amount currently being received, multiplied by the number of years since the last adjustment was made in December 2006, such increase to be effective only on or after the date such new City Council members assume office in December follo wing certification of the November 2022 general municipal election results; and
WHEREAS, the City Council also deems it desirable to adopt this Ordinance to update various outdated provisions of VMC Chapter 2.16, align them with current State law and the City Council Policy and Procedures Manual, and provide for gender neutral terminology.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF VICTORVILLE DOES HEREBY ORDAIN AS FOLLOWS:

Section 1. R ecitals
The recitals set forth above are true and correct and together with any definitions set forth therein are hereby incorporated into this Ordinance by this by this reference.

Section 2. Amendment of Chapter 2.16 (“City Council - Compensation”) of the Victorville Municipal Code.

CHAPTER 2.16 OF THE VICTORVILLE MUNICIPAL CODE, ENTITLED “CITY COUNCIL - COMPENSATION”, IS HEREBY AMENDED IN ITS ENTIRETY TO READ AS FOLLOWS:

Chapter 2.16 - CITY COUNCIL – COMPENSATION

Section 2.16.010 – Purpose and authority.

This Chapter is enacted pursuant to Section 36516 of the California Government Code authorizing the City Council to provide by ordinance that each member of the City Council shall receive a prescribed salary, the amount of which is based upon the population of the City and adjusted from time to time as specified in said section.

2.16.020 Salaries – Amount.

Each member of the City Council shall receive as salary the sum of One Thousand Two Hundred dollars ($1,200.00) per month, which shall be payable at the same time and in the same manner as salaries are paid to other officers and employees of the City.

2.16.030 Salaries - Increase.

The salary payable to each member of the City Council as set forth in Section 2.16.020 may from time to time be increased by ordinance or by an amendment to an ordinance of the City Council; provided, however, that any increase cannot exceed an amount equal to five percent for each calendar year from the operative date of the last adjustment of the salary in effect when the ordinance or amendment is enacted; provided, further, that the salary as so increased shall become payable only on and after the date upon which one or more members of the council become eligible therefor by virtue of beginning a new term of office following the next succeeding general municipal election held in the City.

2.16.040 Salaries - Exclusive of reimbursement.

The salaries prescribed in this Chapter are and shall be exclusive of any amounts payable to each member of the City Council as reimbursement for actual and necessary expenses incurred by him or her in the performance of official duties for the City.

2.16.050 Reserved.

2.16.060 Reimbursement for expenses.

In addition to the salary provided for in Section 2.16.020, City Council members may be reimbursed for the actual and necessary expenses incurred in the performance of their official duties, as such reimbursement has been established by the policies adopted by resolution of the City Council pursuant to the provisions of California Government Code Section 53232 et seq. and other applicable laws.

Section 3. R
epeal of Conflicting Provisions
All the provisions of the Victorville Municipal Code as heretofore a dopted by the City of Victorville that are in conflict with the provisions of this Ordinance are hereby repealed.

Section 4. S everability
If any section, subsection, sentence, clause, phrase, or portion of this Ordinance is for any reason held to be invalid or unconstitutional by the decision of any court of competent jurisdiction, such decision shall not affect the validity of the remaining sections, subsections, sentence, clause, phrase, or portion of this ordinance. The City Council hereby declared that it would have adopted this ordinance and each section, subsection, sentence, clause, phrase, or portion thereof, irrespective of the fact that any one or more sections, subsections, sentences, clauses, phrases, or portions be declared invalid or unconstitutional.

Section 5. E
ffective Date
This Ordinance shall take effect thirty days (30) days after its final passage by the City Council; however, the effective date of the increased salary amounts will be determined in accordance with Section 2.16.030 of the Victorville Municipal Code, but shall in no event occur prior to the first Council Member pay period which commences on or after the date the new Council Members are sworn into office in December of 2022.

Section 6. Ce rtification

The City Clerk of the City of Victorville is hereby directed to certify to the passage and adoption of this Ordinance and to cause it to be published in the manner required by law.

Attachment B
Blackline Comparison of Changes
to Chapter 2.16
Blackline Version Showing Ordinance No. 2428 Changes to Current VMC Chapter 2.16 Chapter 2.16 - CITY COUNCIL— – COMPENSATION

2.16.010 – Purpose and authority.*.

This Chapter is enacted pursuant to Section 365 16 of the California Gove rnment Code as added and amended by Chapter 12 of the Statutes of the First Extraordinary Session of 1966 authorizing the City Council to provide by ordinance that each member of the City Council sh all receive a prescribed salary, the amount of which is based upon th e population of the City as dete rmined by estimates made by the State Department of Finance. and adjusted from time to time as specified in said section. * As of June 19, 1967, the latest estimate of population of the city made by the department of finance is eleven thousand one hundred.

2.16.020 Salaries— – Amount.

Each member of the City Council shall receive as salary the su m of nine hundred forty-twoOne Thousand Two Hundred dollars and eighty-two cents($1,200.00) per month, which shall be payable at the same time and in the same manner as salaries are paid to other officers and employees of the City.

2.16.030 Salaries — - Increase.

The salary payable to each member of the City Council as set forth in Section 2.16.020 may from time to time be increased by ordinance or by an amendment to an ordinance of the city council; provided, however, that any increase cannot exceed an amount equal to five percent for each calendar year from the operative date of the last adjustment of the salary in effect when the ordinance or amendment is enacted; provided, further, th at the salary as so increas ed shall become payable on ly on and after the date upon which one or more members of the council become eligible therefor by virtue of beginning a new term of office following the next succeeding general municipal election held in the City.

2.16.040 Salaries — - Exclusive of reimbursement.

The salaries prescribed in this Chapter are and shall be exclusive of any amounts payable to each member of the City Council as reimbursement for ac tual and necessary expenses incurred by him or her in the performance of official duties for the City.

2.16.050 Constitutional provision suspended.

Salaries prescribed in Section 2.16.020 shall be payable from and after August 1, 1967, in accordance with the determination of the attorney general of the state in Opinion 64-278, dated April 28, 1966, that a state of war exists within the meaning of Article XI, Section 5 of the California Constitution and Sections 53070 and 53071 of the Government Code pursuant to which any prohibition against increase in compensation during the term of any elective officer is suspended. Reserved.

2.16.060 Reimbursement for expenses.

Upon the submission of an itemized account, any councilmanIn addition to the salary provided for in Section 2.16.020, City Council members may be reimb ursed for histhe actual and necessary expenses incurred in the performance of of ficial duty in addition to the salary provided in Section 2.16.020. their official duties, as such reimburse ment has been established by the policies adopted by resolution of the City Council pursuant to the provisions of Californ ia Government Code Section 53232 et seq. and other applicable laws.

Item Number: 4
City Council / Board of Directors
Public Hearing(s)
Meeting of: May 17, 2022
Submitted By:

Brian Gengler, City Engineer

Subject:

Award of Construction Contract – Septic to Sewer Conversion Project Recommendation:

That the Honorable City Council:

1. Open and conduct the Public Hearing;

2. Close the Public Hearing;

3. Approve the Notice of Exemption; and

4. Award a construction contract to T.R. Stewart Corporation dba Roto Rooter in the amount of $24,089.00 for the Septic to Sewer Conversion project.

Fiscal Impact:

This action will result in fiscal impact of $24,089.00. This project is funded by the Sewer Fund, No. 425. An additional appropriation is not required. There are sufficient funds available in the project budget to cover the planned expenses.

Budget Account Number: 4254500-51100-77438 - Old Town Septic to Sewer Conversion Budget Amount: $224,427.00
Background:

There were several sanitary sewer overflows (SSOs) from the City’s sewer collection system from March 2014 through June 2017. The Lahontan Regional Water Quality Control Board (Lahontan) issued an Administrative Civil Liability Complaint against the City related to theses SSOs. In May of 2020, a settlement agreement between Lahontan and the City was approved which resulted in a $1,500,000 penalty. In accordance with the agreement, the City paid $750,000 to Lahontan.

The remaining $750,000 is being used for a Supplemental Environmental Project (SEP).

The City’s SEP is the Old Town Septic to Sewer Conversion Project. The scope of this project involves connecting properties in the Old Town Specific Plan area which are 2 5
8 3
currently on a septic system to the City sewer system. The project has a completion deadline of November 29, 2022, unless a time extension is granted by Lahontan. Staff has continued to work diligently to identify properties in Old Town which are not connected to City sewer; to date, only three properties have been identified.

In fact, investigations of the properties in Old Town have confirmed that nearly all the properties are connected to sewer. After a property has been identified to be not connected to City sewer, the property owner needs to sign an agreement to give the City’s contractor permission to perform the required work on the property. This work involves connecting the building to the City’s sewer system and abandoning the septic system. All the costs to connect a property to sewer will be paid by the City as part of this project.

The costs include: connecting to sewer; abandoning the septic system; City and VVWRA connection fees; City permit fees; and two years of the property owner’s monthly sewer bills after the connection has been made.

Discussion:

The first property to be connected to City sewer is a church located at 16673 Avalon Ave.

The connection of this property to sewer was bid using informal bidding procedures in accordance with Victorville Municipal Code §2.28.200 and the California Public Contract Code. Informal bidding procedures are used for public works contracts with an estimated cost in excess of fifty thousand dollars but no more than five hundred thousand dollars.

When the project was advertised, staff did not know if the bids would exceed $50,000, so the informal bid process was used. On March 1, 2022, four bids were received.

Company Bid Amount
T.R. Stewart Corporation dba Roto Rooter $24,089.00
DDH AV Construction. Inc. $27,380.00
Christensen Brothers Gen. Engr. $50,763.00
G&A Nelos Construction, Inc. $154,000.00
After a review of the bid proposals, it was determined that the lowest responsive, responsible bidder is T.R. Stewart Corporation dba Roto Rooter with a bid amount of $24,089.00. City Council awarded a contract to Roto Rooter in the amount of $250,000 on July 6, 2021, for sewer lateral repairs. Because the sum of a new contract and the previous contract with Roto Rooter exceeds the City Manager’s authority limit, staff is requesting that City Council approve a new contract. Please refer to Attachment C, the construction contract, which includes the contract bid items and total contract amount.

It is a routine requirement to comply with the California Environmental Quality Act (CEQA) before construction starts on a capital improvement project. A Notice of Exemption, Attachment B, describes the project activities and states that the project is categorically exempt under CEQA section 15303(d) because the project involves new construction of small sewage structures.
2 5
8 3
Staff recommends that the Honorable City Council approve the Notice of Exemption and award a construction contract to T.R. Stewart Corporation dba Roto Rooter in the amount of $24,089.00, for the Septic to Sewer Conversion project.

Staff is available for any questions the City Council may have.

Attachments: A. Location Map
B. Notice of Exemption
C. Construction Agreement

ATTACHMENT A

LOCATION MAP

SEPTIC TO SEWER CONVERSION PROJECT
APN: 0478-061-36
16673 Avalon Ave, Victorville CA 92395
16673 Avalon Ave
Victorville CA 92395
APN: 0478-061-36

ATTACHMENT B

Statutory Exemptions. State code number:

_______________________________________________
Print Form
Notice of Exemption Appendix E
From: (Public Agency): ____________________________
To: Office of Planning and Research
P.O. Box 3044, Room 113 _______________________________________________Sacramento, CA 95812-3044 County Clerk
(Address)
___________________________
___________________________
County of: __________________
Project Title: ____________________________________________________________________________ Project Applicant: ________________________________________________________________________ Project Location - Specific:

Project Location - City: ______________________ Project Location - County:

Description of Nature, Purpose and Beneficiaries of Project:
_____________________
Name of Public Agency Approving Project: _____________________________________________________ Name of Person or Agency Carrying Out Proj ect: ________________________________________________ Exempt Status: (check one):

Ministerial (Sec. 21080(b)(1); 15268);
Declared Emergency (Sec. 21080(b)(3); 15269(a));
Emergency Project (Sec. 21080(b)(4); 15269(b)(c));
Reasons why project is exempt:

Lead Agency
Contact Person: ____________________________
Area Code/Telephone/Extension: _______________
If filed by applicant:

1. Attach certified document of exemption finding.

2. Has a Notice of Exemption been filed by the public agency approving the project? Yes No
Signature: ____________________________ Date:

Signed by Lead Agency
Signed by Applicant
Authority cited: Sections 21083 and 21110, Public Resources Code. Date Received for filing at OPR:

Reference: Sections 21108, 21152, and 21152.1, Public Resources Code. _______________
Categorical Exemption. State type and section number: ____________________________________ ______________________________________________
______________ Title: _______________________
Revised 2011
City of Victorville
14343 Civic Drive
Victorville, CA 92392
San Bernardino
385 North Arrowhead Ave, Second Floor
San Bernardino, CA 92415-0130
Septic to Sewer Project at 16673 Avalon Avenue
City of Victorville
16673 Avalon Avenue, Victorville CA 92392
Victorville
San Bernardino
Abandon existing on-site sewer septic system and connect to City sewer system.

City of Victorville
City of Victorville
X
Class 3, Section 15303(d)
Connect to City sewer system to help in reduction of pollutant (e.g., pathogens, nutrients) being discharged from the existing septic system to the groundwater, thus improving groundwater quality.

Brian W. Gengler, City Engineer
(760) 955-5157
■
■

ATTACHMENT C

1 Construction Agreement/T.R. Stewart Corp. dba Roto Rooter/Project CC22-083

CONSTRUCTION AGREEMENT

BY AND BETWEEN

THE CITY OF VICTORVILLE
AND
T. R. STEWART CORPORATION DBA

ROTO ROOTER
FOR

SEPTIC TO SEWER CONVERSION,
PROJECT CC22-083

THIS CONSTRUCTION AGREEMENT (the “Agreement”) is made and entered into by and between the City of Victorville, a municipal corporation located in the County of San Bernardino, State of California, hereinafter referred to as the “City”, and T. R. Stewart Corporation dba Roto Rooter, a California corporation hereinafter referred to as the “Contractor”. The City and the Contractor are sometimes hereinafter referred to as a “Party” and collectively referred to as the “Parties.”

RECITALS:

WHEREAS, the City requires Septic to Sewer Conversion, Project CC22- 083 (the Project); and

WHEREAS, in light of the facts set forth above, the City desires to retain Contractor in connection with Septic to Sewer Conversion; and

NOW, THEREFORE, IN CONSIDERATION OF THE COVENANTS, CONDITIONS, AND

PROMISES CONTAINED HEREIN AND FOR SUCH OTHER GOOD AND VALUABLE CONSIDERATION, THE PARTIES HERETO AGREE AS FOLLOWS:

Section 1. RECITALS

The Recitals set forth above are true and correct and are hereby incorporated into this Agreement by this reference, as though set forth herein.

Section 2. TERM OF AGREEMENT

This Agreement shall commence within Fifteen (15) Calendar Days after issuance of Notice to Proceed (the “Commencement Date”) and shall terminate upon completion of the Project, Fifteen (15) Working Days after Commencement Date (the “Termination Date”), unless sooner terminated in accordance with the provisions of this Agreement (the “Term”). From and after the Termination Date, and upon subsequent agreement by the Parties, this Agreement may continue on a month-to-month basis until terminated pursuant to Section 3 below.

Section 3. TERMINATION OR SUSPENSION

a. This Agreement may be terminated or suspended without cause by either Party at any time, provided that the Party initiating the termination provides the other Party at least thirty (30) days advance written notice of s uch termination or suspe nsion. In the event of such 2 Construction Agreement/T.R. Stewart Corp. dba Roto Rooter/Project CC22-083

termination, the City shall only be liable for payment under the payment provisions of this Agreement for satisfactory work rendered or supplies actually furnished prior to the effective date of termination.

b. This Agreement may be terminated or suspended with cause by either Party at any time, provided that the Party initiating termination provides the other Party at least ten (10) days advance written notice of such termination or suspension. In the event of such termination, the City shall only be liable for payment under the payment provisions of this Agreement for satisfactory work rendered or supplies actually furnished prior to the effective date of termination.

Section 4. CONTRACT DOCUMENTS; PRIORITY

a. Contract Documents. The Contract Documents consist of the following documents, all of which are either attached hereto as exhibits or are incorporated herein by this reference .

Said Contact Documents are intended to be correlative and constitute Contractor’s performance obligations:

1. This Agreement.

2. Exhibits A & B.

3. Specifications for the Project.

4. Special Provisions.

5. Non-Collusion Declaration.

b. Interpretation. In the event of any conflict between any of the Contract Documents, the document highest in the order of precedence (from highest to lowest), as set forth in Subsection 4.a above shall control.

Section 5. CONTRACTOR’S OBLIGATIONS

Contractor shall complete the Project as specifically set forth in the Contract Documents.

Contractor shall furnish, at its own cost and expense, all labor, services, material, tools, equipment, supplies, transportation, and any other items and facilities necessary therefore, as provided in the Contract Documents.

Section 6. COMPENSATION

The Contractor agrees to receive and accept the following amount, not to exceed Twenty- four Thousand Eighty -nine and 00/100 Dollars ( $24,089.00), as full compensation for furnishing; all materials, doing all the work contemplated and embraced in this contract, all loss or damage arising out of the nature of the work aforesaid, the action of the elements, any unforeseen difficulties or obstructions which may arise or be encountered in the execution of the work until its acceptance by the City, and for all risks of every description connected with the work, all expenses incurred by or in consequence of the suspension or discontinuance of work well and faithfully completing the whole work, thereof, according to the requirements of the agreement documents and to the satisfaction of Brian Gengler, City Engineer , or his designee, to wit: See Exhibit “A”, Scope of Work.

Section 7. BID PROPOSAL FORMS

The City shall pay Contractor as provided in the Bid Proposal Forms, attached hereto as Exhibit “B”, and incorporated herein by this reference as though set forth in full, subject to 3 Construction Agreement/T.R. Stewart Corp. dba Roto Rooter/Project CC22-083

approval of the City, when applicable.

Section 8. PREVAILING WAGES

a. State Wages - In accordance with the provisions of California Labor Code Sections (1720,1770-1776, 1810, 1813 and 1815, as amended and applicable) , the State Director of Industrial Relations has determined the general prevailing rates of per diem wages in the locality where the Project is to be done. Copies of the updated Wage Determination rates are available from the CITY and the State of California via the internet at www.dir.ca.gov. Additionally, copies of the prevailing rate of per diem wages and federal wage decision rates are on file at the City of Victorville Finance Department and shall be made available for review to any interested party on request. Notwithstanding anything in the Contract Documents to the contrary, Contractor and all subcontractors shall pay not less than said specified State of California rates to all workers employed by them in the execution of the work contemplated by this Contract. Contractor shall be responsible for using the correct and current prevailing wage rates.

b. AB219 (as applicable) adds Section 1720.9 to the Labor Code, the hauling and delivery of ready-mixed concrete to carry out a public works contract, with respect to contracts involving state agency or any political subdivision of the state. Section 1720.9 defines the term “ready-mixed” concrete and specifies that the rate of pay shall be the current prevailing wage “for the geographical area in which the factory or batching plant is located” as determined by the DIR. The statute also requires a written agreement between the party hauling or delivering the ready-mixed concrete and the party that engaged its services. Nothing in Section 1720.9 shall cause any company to be treated as a contractor or subcontractor for any purpose other than the application of this chapter of the Labor Code.

c. The delivery company shall provide certified payroll records under Labor Code section 1776(a) to the party that engaged its services and to the general contractor within five working days after the employee has been paid, accompanied by a written time record within five working days after the employee has been paid, accompanied by a written time record. The time record must be certified by each driver for the performance of job duties.

d. Contractor shall be solely responsible for using the correct wage decision or determination and performing accordingly. An error on the part of any awarding body does not relieve the Contractor from the responsibility for payment of the correct State prevailing wage and compliance with the maintenance and inspection of payroll records, posting of prevailing wage rates at work site, employment of apprentices, and other requirements of California Labor Code Section 1720, et seq.; California Code of Regulations, Title 8, Section 16000 et seq .; and all other applicable State labor laws. Contractor further acknowledges and agrees that it will be independently responsible for reviewing the applicable laws and regulations and effectuating compliance with those laws. Contractor will require the same of all its subcontractors.

NOTE: Confirmation of certified payroll submittal to the Department of Industrial Relations (DIR) is required with each invoice to the City. Payment of the invoice may be delayed when proof of certified payroll submittal is not included with the Contractor’s invoice.

Section 9. W ORKERS’ COMPENSATION INSURANCE

Contractor shall procure and maintain, at its own expense, during the Term of this Agreement, workers’ compensation insurance, providing coverage as required by the California State Workers’ Compensation Law. If any class of employees employed by Contract or is not 4 Construction Agreement/T.R. Stewart Corp. dba Roto Rooter/Project CC22-083

protected by the California State Workers’ Compensation Law, Contractor shall provide adequate insurance for the protection of such employees to the satisfaction of the City.

In conformance with current statutory requirements of Section 1860 et seq., of the Labor Code of the State of California, the undersigned confirms the following as their certification:

I am aware of the provisions of Section 3700 of the Labor Code which requires every employer to be insured against liability for workers’ compensation or to undertake self-insurance in accordance with the provisions before commencing the performance of the work of this contract.

Section 10. NOTICE TO PROCEED

No work, service, material, or equipment shall be performed or furnish ed under this Contract unless and until a Notice to Proceed has been given to the Contractor by the City.

Contractor shall commence work pursuant to the Contract Documents as directed by the City in the Notice to Proceed, and to diligently execute the same to completion within the time limits set forth in the Contract Documents.

Section 11. COMPLIANCE WITH LAWS

Contractor shall comply with all local, state, and federal laws and regulations applicable to the performance of the work required by the Contract Documents, including any rule, regulation, or bylaw governing the conduct or performance of Contractor, its employees, officers, board members, agents, independent contractors, and subcontractors. Unless otherwise specified in the Contract Documents, all required permits and licenses shall be held or obtained by the Contractor at its sole expense.

Section 12. COMMERCIAL GENERAL AND AUTOMOBILE LIABILITY

INSURANCE

Contractor shall procure and maintain at its own expense, during the term of this Agreement, com mercial general liability insurance, of not less than One Million Dollars ($1,000,000) per occurrence, and Two Million Dollars ($2,000,000) in the aggregate, for bodily injury, personal injury, death, loss, or damage resulting from the wrongful or negligent acts by the Contractor or its officers, employees, servants, volunteers, and agents and independent contractors.

Contractor shall further procure and maintain, at its own expense, during the Term of this Agreement, commercial vehicle liability insurance covering personal injury and property damage, of not less than One Million Dollars ($1,000,000) Combined Single Limit, covering any vehicle(s) utilized by Contractor or its officers, employees, servants, volunteers, or agents and independent contractors in performing the services required by this Agreement.

Section 13. COURSE OF CONSTRUCTION/INLAND MARINE INSURANCE

Contractor, and or any of its subcontractors, suppliers, vendors, employees, or person whom it performing any work under this agreement shall purchase, and maintain insurance to the full contract and insurable value thereof commonly referred to as a Course of Construction, Builders’ Risk, or an Inland Marine policy that offers “Installation” coverage for all materials, supplies, equipment, and property obtained by, or for Contractor, which is to become part of the work while such equipment and property is stored at the jobsite, at temporary locations, or while in 5 Construction Agreement/T.R. Stewart Corp. dba Roto Rooter/Project CC22-083

transit to the project from such temporary locations. Contractor, and or any of its subcontractors, suppliers, vendors, employees, or person whom is performing any work under this agreement shall also be responsible for insuring their owned, leased/rented or borrowed equipment. Insurance should also include a Loss Payee, and a Waiver of Subrogation Endorsement(s) in favor of the City of Victorville.

Section 14. ADDITIONAL INSURED

Notwithstanding any inconsistent statement in any required insurance policies or any subsequent endorsements attached thereto, the protection offered by all policies, except for Workers' Compensation coverage, shall bear an endorsement whereby it is provided that, the City and its officers, employees, servants, volunteers, and agents and independent contractors, including, without limitation, the City Attorney, are named as Additional Insureds.

Section 15. WAIVER OF SUBROGATION RIGHTS

Contractor shall r equire the carriers of all required insurance policies to waive all rights of subrogation against the City and its officers, volunteers, employees, contractors, and subcontractors. Each policy of insurance shall be endorsed to reflect such waiver.

Section 16. PROOF OF INSURANCE COVERAGE; REQUIRED PRIOR TO

COMMENCEMENT OF SERVICES

a. Contractor shall secure from a good and responsible company or companies authorized to do insurance business in the State of California the policies of insurance required by this Agreement and furnish to the City Clerk certificates of said insurance at least one (1) day prior to the commencement of any services to be performed under this Agreement.

b. The certificates of insurance shall bear an endorsement whereby it is provided that, in the event of cancellation or amendment of any required insurance policy for any reason whatsoever, the City shall be notified by mail, postage prepaid, not less than thirty (30) days before the cancellation or amendment is effective. In the case of non -payment, ten (10) days’ advance written notice shall be given.

c. The certificates of insurance shall bear an endorsement whereby it is provided that the respective insurance policy shall not be terminated or expire without first providing thirty (30) days written notice to the City of such termination or expiration.

d. The certificates of insurance shall indicate that the respective insurance policy will be maintained throughout the Term of this Agreement.

e. The Commercial General Liability and vehicle liability policies shall be endorsed to contain the following provision: “For any claims related to this Contract, Contractor’s service coverage shall be pri mary with respect to the City. Any insurance maintained by the City shall be in excess of Contractor’s insurance and shall not contribute to it.

f. POLLUTION LIABILITY -If the project entails the handling or use of hazardous materials, during the Term of this Agreement, pollution liability insurance of not less than One Million Dollars ($1,000,000) is required.

6 Construction Agreement/T.R. Stewart Corp. dba Roto Rooter/Project CC22-083

Section 17. TIME OF THE ESSENCE

Time is of the essence in the performance of this Agreement.

Section 18. INDEMNIFICATION

Notwithstanding the limits of any insurance, Contractor shall indemnify the City, its officials, officers, agents, volunteers and employees against, and will hold and save them and each of them harmless from, any and all actions, suits, claims, damages to persons or property, losses, costs, penalties, obligations, errors, omissions or l iabilities, (herein "claims or liabilities") that may be asserted or claimed by any person, firm or entity arising or alleged to arise out of or in connection with the negligent performance of the work, operations or activities of Contractor, its agents, employees, subcontractors, or invitees, provided for herein, or arising or alleged to arise from the negligent acts or omissions of Contractor hereunder, or arising or alleged to arise from Contractor's negligent performance of or failure to perform any term, provision, covenant or condition of this Agreement, but excluding such claims or liabilities or portion of such claims or liabilities arising or alleged to arise from the negligence or willful misconduct of the City its officials, officers, agents, volunteers or employees, and in connection therewith:

a. Contractor will defend any action or actions filed in connection with any of said claims or liabilities and will pay all costs and expenses, including legal costs and attorneys' fees incurred in connection therewith;

b. Contractor will promptly pay any judgment rendered against the City, its officials, officers, agents or employees for any such claims or liabilities arising or alleged to arise out of or in connection with Contractor's (or its agents', employees', subcontractors' or invitees') negligent performance of or failure to perform such work, operations or activities hereunder; and Contractor agrees to save and hold the City, its officials, volunteers, officers, agents, and employees harmless there from;

c. In the event the City, its officials, officers, agents, volunteers or employees is made a Party to any action or proceeding filed or prosecuted against Contractor for such damages or other claims arising or alleged to arise out of or in connection with the negligent performance of or failure to perform the work, operation or activities of Contractor hereunder, Contractor shall pay to the City, its officials, volunteers officers, agents or employees, any and all costs and expenses incurred by the City, its officers, agents or employees in such action or proceeding, including but not limited to, legal costs and attorneys' fees for counsel acceptable to City;
d. Contractor's duty to defend and indemnify as set out in this Section shall include any claims, liabilities, obligations, losses, demands, actions, penalties, suits, costs, expenses or damages or injury to persons or property arising or alleged to arise from, in connection with, as a consequence of or pursuant to any state or federal law or regulation regarding hazardous substances, including but not limited to the Federal Insecticide, Fungicide and Rodenticide Act ("FIFRA"), Comprehensive Environmental Response, Compensation and Liability Act of 1980 ("CERCLA"), Resource Conservation and Recovery Act of 1976 ("RCRA"), the Hazardous and Solid Waste Amendments of 1984, the Hazardous Material Transportation Act, the Toxic Substances control Act, the Clean Air Act, the Clean Water Act, the California Hazardous Substance Account Act, the California Hazardous Waste Control Law or the Porter -Cologne Water Quality Control Act, as any of those statutes may be amended from time to time;

7 Construction Agreement/T.R. Stewart Corp. dba Roto Rooter/Project CC22-083

The Contractor's indemnification obligations pursuant to this Section shall survive the termination of this Agreement. Contractor shall require the same indemnification from all subcontractors.

Section 19. REPORTS

Upon request by Brian Gengler, City Engineer , or his d esignee, Contractor shall prepare and submit reports concerning Contractor's performance of the work required by this Agreement.

Section 20. RECORDS

a. Contractor shall keep such books and records as shall be necessary to perform the services required by this Agreement and enable Brian Gengler, City Engineer , or his designee, to evaluate the cost and the performance of such services.

b. Books and records pertaining to costs shall be kept and prepared in accordance with generally accepted accounting principles . Brian Gengler, City Engineer , , or his designee, shall have full and free access to such books and records at all reasonable times, including the right to inspect, copy, audit, and make records and transcripts from such records.

d. Records and supporting documents pertaining to the use of funds paid to Contractor hereunder shall be retained by Contractor and made available to Brian Gengler, City Engineer, or his designee, for purposes of performing an audit for a period of five (5) years from the date of termination of this Agreement.

Section 21. MODIFICATIONS AND AMENDMENTS

This Agreement may be modified or amended only by a written instrument signed by both Parties.

Section 22. ENTIRE AGREEMENT

a. This Agreement supersedes any and all prior or contemporaneous agreements, either oral or written, between the City and Contractor with respect to the subject matter of this Agreement.

b. The Contract Documents contain all of the covenants and agreements between the Parties with respect to the subject matter herein, and each Party acknowledges that no representations, inducements, promises, or agreements have been made by or on behalf of any Party, except those covenants and agreements in this Agreement and the Contract Documents.

c. No agreement, statement, or promise with respect to the subject matter of the Contract Documents, which is not contained in the Contract Documents, or in a valid modification or amendment to the Contract Documents, shall be valid or binding on either Party.

Section 23. AMBIGUITIES

This Agreement is in all respects intended by each Party hereto to be deemed and construed to have been jointly prepared by the Parties and the Parties hereby expressly agree that any uncertainty or ambiguity existing herein shall not be interpreted against either of them. 8 Construction Agreement/T.R. Stewart Corp. dba Roto Rooter/Project CC22-083

Except as expressly limited by this paragraph, all of the applicable rules of interpretation of contract shall govern the interpretation of any uncertainty or ambiguity of this Agreement.

Notwithstanding the foregoing, the Parties agree that Exhibit “B” is attached hereto for reference purposes and to the extent there are any ambiguities, inconsistencies or conflicts between the terms of this Construction Agreement and Exhibit “ B” the terms of this Construction Agreement shall control and nothing set forth in Exhibit “B” shall be deemed to supersede any of the provisions of this Construction Agreement.

Section 24. NOTICES

a. Any notice to be provided pursuant to this Agreement shall be in writing, and all such notices shall be delivered by personal service or by deposit in the United States mail, certified or registered, return receipt requested, with postage prepaid, and addressed to the Parties as follows:

To the City: Brian Gengler, City Engineer,
Engineering Department
City of Victorville
14343 Civic Drive
Victorville, CA 92392

To Contractor: Tom Stewart, President
T. R. Stewart Corporation dba
Roto Rooter
16511 D Street
Victorville, CA 92395

b. Notices, payments, and other documents shall be deemed delivered upon receipt by personal service or as of the second (2nd) day after deposit in the United States mail.

Section 25. NON-LIABILITY OF CITY OFFICERS AND EMPLOYEES

No officer or employee of the City shall be personally liable to Contractor, or any successor in interest, in the event of any default or breach by the City or for any amount, which may become due to Contractor or to its successor(s), or for any breach of any obligation of the terms of this Agreement.

Section 26. REVIEW BY ATTORNEYS

Each Party hereto has had its attorneys review this Agreement and all related documents. Each Party hereto has consulted with its attorneys and has negotiated the terms of this Agreement based on such consultation.

Section 27. CARE OF WORK

Contractor must adopt reasonable methods during the life of the Agreement to furnish continuous protection to the work, and the equipment, materials, papers, documents, plans, studies and other components to prevent losses or damages, and will be responsible for all damages, to persons or property, until acceptance of the work by the City, except those losses 9 Construction Agreement/T.R. Stewart Corp. dba Roto Rooter/Project CC22-083

or damages as may be caused by the City’s own negligence. The performance of the work by Contractor or the payment of money by the City shall not relieve Contractor from any obligation to correct any incomplete, inaccurate, or defective work at no further cost to the City, when such inaccuracies are due to the negligence of Contractor.

Section 28. CAPTIONS AND HEADINGS

The captions and headings contained in this Agreement are provided for identification purposes only and shall not be interpreted to limit or define the content of the provisions described under the respective caption or heading.

Section 29. SUCCESSORS, HEIRS, AND ASSIGNS

Except as otherwise expressly provided herein, this Agreement shall be binding upon the successors, endorsees, assigns, heirs, and personal representatives of each of the Parties to this Agreement and, likewise, shall inure to the benefit of the successors, endorsees, assigns, heirs, and personal representatives of each of the Parties.

Section 30. GENDER; PLURAL

In this Agreement, unless the context clearly requires otherwise, the masculine, feminine and neuter genders and the singular and the plural shall include one another.

Section 31. SEVERABILITY

If any one or more of the sentences, clauses, paragraphs, or sections contained herein is declared invalid, void, or unenforceable by a court of competent jurisdiction, the same shall be deemed severable from the remainder of this Agreement and shall not affect, impair, or invalidate any of the remaining sentences, clauses, paragraphs, or sections contained herein.

Section 32. GOVERNING LAW

The validity of this Agreement and any of its terms or provisions, as well as the rights and duties of the Parties under this Agreement, shall be construed pursuant to and in accordance with California law.

Section 33. CUMULATIVE REMEDIES

Except with respect to rights and remedies expressly declared to be exclusive in this Agreement, the rights and remedies of the Parties are cumulative and the exercise by either Party of one or more of such rights or remedies shall not preclude the exercise by it, at the same or different times, of any other rights or remedies for the same default of any other default by the other Party.

Section 34. VENUE

All proceedings involving disputes over the terms, provisions, covenants, or conditions contained in this Agreement and all proceedings involving any enforcement action related to this Agreement shall be initiated and conducted in the applicable court or forum in San Bernardino County, California.

10 Construction Agreement/T.R. Stewart Corp. dba Roto Rooter/Project CC22-083

Section 35. ATTORNEY'S FEES

Should any litigation, specifically including but not limited to, arbitration and other non- judicial resolution of disputes be commenced between the Parties to this agreement concerning this agreement or the rights and duties of either i n relation thereto, the Parties prevailing in such litigation or other proceeding shall be entitled, in addition to such other relief as may be granted, to a reasonable sum as and for attorney fees in such litigation where the proceeding which, if not agreed upon by the Parties, shall be determined by the court or other entity in which such litigation or other proceeding is brought.

Section 36. EFFECTIVENESS OF AGREEMENT

This Agreement shall not be binding upon the City, until signed by the authorized representative(s) of Contractor , approved by the City’s Risk Manager, and executed by the authorized City personnel or Mayor.

Section 37. REPRESENTATIONS OF PARTIES AND PERSONS

EXECUTING AGREEMENT

a. Each of the Parties to this Agreement hereby represents that all necessary and appropriate actions of their governing bodies have been taken to make this Agreement a binding obligation of each of the Parties hereto.

b. The persons executing this Agreement warrant that they are duly authorized to execute this Agreement on behalf of and bind the Parties each purports to represent.

Section 38. COUNTERPARTS

This Agreement may be executed by the Parties in counterparts, and when executed by each of the Parties, each counterpart shall be deemed to be a part of this Agreement.

(END OF THIS PAGE)

11 Construction Agreement/T.R. Stewart Corp. dba Roto Rooter/Project CC22-083

IN WITNESS WHEREOF, the Parties hereto have caused this Agreement to be executed as of the dates written below.

THE CITY OF VICTORVILLE T. R. STEWART CORPORATION DBA

ROTO ROOTER

By:_______________________________ By:_________________________________ Debra Jones, Tom Stewart,
Mayor President

Dated:______________________________ Dated:______________________________

ATTEST

By:________________________________
Jennifer Thompson,
City Clerk

Dated:_____________________________

THE CITY OF VICTORVILLE APPROVED AS TO STANDARD FORM

By:________________________________ By:________________________________ Lee Brown, Andre de Bortnowsky,
Risk Manager City Attorney

Dated:______________________________ Dated:_____________________________

12 Construction Agreement/T.R. Stewart Corp. dba Roto Rooter/Project CC22-083

EXHIBIT A

SCOPE OF WORK

C ity agrees to engage C ontractor and Contractor agrees to furnish all necessary labor, tools, materials, and equipment for and do the Work for the Project. The Work shall be performed in accordance with : (i) the Plans and Specifications and applicable Addenda (as generally described in the Request for Quote, Project Number CC22-083, for the Project, portions of which are attached hereto for ease of reference as Exhibit "A", and the entirety of which is currently on file in office of the City Clerk ); (ii) the prices set forth in C ontractor’s Bid Proposal (attached as Exhibit "B"); and (iii) with the instructions of the City Engineer.

13 Construction Agreement/T.R. Stewart Corp. dba Roto Rooter/Project CC22-083

EXHIBIT B

BID PROPOSAL FORMS

See Attachment

EXHIBIT B
14/Construction Agreement/T.R. Stewart dba Roto Rooter/Project CC22-083

EXHIBIT B
15/Construction Agreement/T.R. Stewart dba Roto Rooter/Project CC22-083 Item Number: 5
City Council / Board of Directors
Consent Calendar
Meeting of: May 17, 2022
Submitted By:

Brian Gengler, City Engineer

Subject:

Notice of Completion - Sewer Crossing Protection 2020 – 16211 Figueroa Road Recommendation:

That the Honorable City Council accept as complete and approve the Notice of Completion for Sewer Crossing Protection 2020 – 16211 Figueroa Road.

Fiscal Impact:

This action will not result in any fiscal impact as retention was not withheld from the one and only (final) payment for this project due to a relatively small contract amount. An additional appropriation is not required.

Budget Account Number: 4254500-55315-77443 – Figueroa Street Sewer Improvement Available Budget Amount: $1,894.45
Background:

On April 20, 2020, City of Victorville Public Works staff performed an emergency repair on a deteriorated residential sewer lateral pipe crossing transverse to the El Evado Wash (flood control channel) in the northeast corner of El Evado Road and Hopland Street, serving the residence located at 16211 Figueroa Road. It was determined that the existing sewer lateral pipe deteriorated over time due to its exposure to natural elements caused by the continuous erosion occurring within the channel bottom due to rains, etc.

The original scope of work included removing and replacing the existing lateral pipe and encasing it in concrete through the channel bottom; however, upon further discussions with Engineering and Public Works staff, and the San Bernardino County Flood Control District; it was agreed upon that the best course of “improvements” would be to abandon the existing lateral through the channel bottom and construct a new onsite septic system.

2 5
4 6
Discussion:

The project was completed at a final contract price of $25,700.00 and the final inspection on the newly installed septic system occurred in December 2021. Due to the relatively simple scope of work and small contract amount, retention was not withheld. After the filing of the Notice of Completion, a one-year warranty on the improvements will begin.

Staff remains available for any questions the City Council may have.

Attachments: A. Location Map
B. Notice of Completion

ATTACHMENT A

LOCATION MAPSEWER CROSSING PROTECTION 202016211 FIGUEROA ROAD

EL EVADO ROADHOPLAND STREET
16211 FIGUEROA ROADPROJECT LOCATIONNOT TO SCALE

ATTACHMENT B

RECORDING REQUESTED BY:

CITY OF VICTORVILLE

WHEN RECORDED MAIL TO:

CITY OF VICTORVILLE
ATTN: CITY CLERK
P.O. BOX 5001
VICTORVILLE, CA 92393-5001

Recording of this document is fee-exempt under Government SPACE ABOVE THIS LINE FOR RECORDER’S USE Code Section 6103. No Documentary Transfer Tax is due on the document pursuant to Revenue Taxation Code Section 11922

PUBLIC CONTRACT

NOTICE OF COMPLETION
NOTICE IS HEREBY GIVEN THAT:

1. The undersigned is OWNER or agent of the OWNER of the interest or estate stated below in the property hereinafter described.

2. The FULL NAME of the OWNER is CITY OF VICTORVILLE

3. The FULL ADDRESS of the OWNER is 14343 CIVIC DRIVE, VICTORVILLE, CA 92392 A work of improvement on the property hereinafter described was COMPLETED December 14, 2021

4. The work of improvement completed is described as follows: Sewer to Septic Conversion

5. The NAME OF THE ORIGINAL CONTRACTOR, if any, for such work of improvement is DDH Apple Valley Construction Inc.

6. The street address of said property is, 16211 Figueroa Road Victorville CA 92394

7. Assessor’s Parcel Number: 0395-043-05

8. The property on which said work of improvement was completed is in the City of VICTORVILLE, County of SAN BERNARDINO, State of CALIFORNIA.

Verification of NON-INDIVIDUAL owner: I, Brian W. Gengler, the undersigned, declare under penalty of perjury under the laws of the State of California that I am the City Engineer of the aforesaid interest or estate in the property described in the above notice; that I have read said notice, that I know and understand the contents thereof, and that the facts stated therein are true and correct.

at Victorville, California.

Date Brian W. Gengler, City Engineer

CITY OF VICTORVILLE
Item Number: 6
City Council / Board of Directors
Consent Calendar
Meeting of: May 17, 2022
Submitted By:

Doug Mathews, Director of Public Works and Water

Subject:

Victorville Water District Operating Results Report for the Third Quarter of Fiscal Year 2022.

Recommendation:

That the Honorable Victorville Water District Board of Directors (Board) review and file.

Fiscal Impact:

There is no fiscal impact associated with this action.

Discussion:

The Victorville Water District (District) serves both residential and commercial customers, with just over 37,700 water connections. District staff will be providing the Board with a Quarterly Operating Results Report as a means to present the Board with key financial information, pertinent highlights, and operational performance indicators.

Staff remains available for any questions the Board may have.

Attachments: A. Victorville Water District FY 2022 Q3 Operating Results Report.

Attachment A
Victorville Water District
FY2022 Q3 Operating Results
Report

WATER
BUZZ

Jan. — Mar. 2022
FY 2022
Q3
Water News
You Can Use

 Water shutoffs and late fees
will resume with future bal-
ances owed starting with the
February 2022 bill.

 At the Annual Spring Festival
and Egg Hunt on April 16th,
our Potable Water Tank pro-
vided 20 gallons of fresh
drinking water to our resi-
dents.

 Phase One of the Advanced
Metering Infrastructure (AMI)
project is complete.

Highlights From this Quarter
The District In Numbers
Water Production vs. Water Purchased
Revenues from Potable and Recycled Water
Our Staff
PG
1 2
3 3
3 IN THIS ISSUE...

A QUARTERLY UPDATE FROM THE

VICTORVILLE WATER DISTRICT

HIGHLIGHTS FROM THIS QUARTER

The Victorville Water District Offers
Deferred Payment Plans

The Victorville Water District continues to assist customers who fell behind on their utility payments. We understand that times are challenging and we are now offering a utility bill deferred payment plan. The deferred pay- ment plan will allow customers to catch up on arrearages without the fear of their water or trash services being interrupted. The District will enable customers to have one payment plan to eliminate any arrearages accrued before January 31, 2022. Residential and Commercial customers are eligi- ble to apply. Please visit our website at https://www.victorvileeca.gov/i - want-to/apply/utility-payment–plan for additional information and to apply, or call (760) 955-5001 if you need assistance.

The Victorville Water District is Awarded
The 2021 Climate Impact Award

The 2021 Climate Impact Award recognizes organizations committed to managing energy consumption when the electric grid is stressed which helps to reduce greenhouse gas emissions (GHG). The District has modi- fied its procedures to ensure that energy intense processes are run during hours that clean, renewable energy sources are available such as solar.

The District was ranked among the top ten performing water operators in Southern California in 2021. GHG emissions are known to cause environ- mental and health problems. Reducing our carbon emissions helps miti- gate the impacts of global warming and improves air quality. Using renew- able energy can help reduce energy imports and reduce fossil fuel use, the largest source of U.S. carbon dioxide emissions. The Victorville Water Dis- trict is committed to helping achieve a decarbonized energy system with energy sources that emit less carbon dioxide and will continue to adapt to reduce our carbon footprint!
Jan.— Mar. 2022
WATER
BUZZ

FY 2022
Q3

A QUARTERLY UPDATE FROM THE

VICTORVILLE WATER DISTRICT

Leaks Repaired
92 2,876 Service
Orders Completed

452
261
New Meters
Installed
37,718
Number of Water
Connections

Page 2 ends

VICTORVILLE WATER DISTRICT BY THE NUMBERS

22 Toilets Provided

Conservation Water Audits
Completed
Conservation Toilet Program
385 Pick Tickets Issued
from the Warehouse
1,316 Water
Quality Tests Completed
FY 2021
Q1
Revenues for Q3 of FY 2022 were $5,996,487 vs. $5,582,502 during the same time last year.

This represents an increase of 7.4%.

The District produced a total of 1.40 MG of water in Q3 FY 2022 vs. 1.36 MG during the same time last year. This represents a increase of 2.7%. Water production refers to the underground water pumped from wells and water deliveries from Mojave Water Agency’s Regional Recharge and Recovery (R3) water system.

OUR STAFF:

Keith C. Metzler,
General Manager

Jenele Davidson,
Deputy City
Manager

Doug Mathews,
Director of Public
Works & Water

Arnold Villarreal,
Water Supply
Manager

Sam Arvizu,
Water Distribution
Manager

Carmen Cun,
Sr. Administrative
Analyst

Maria Villagomez,
Administrative
Secretary
Victorville
Water
District

Est.

08.15.2007

Page 3 ends

Item Number: 7
City Council / Board of Directors
Consent Calendar
Meeting of: May 17, 2022
Submitted By:

Scott Webb, City Planner

Subject:

Substitution of Trustee and Deed of Reconveyance for Mortgage Assistance Program (MAP) case number 13-09-01 (13035 Yale Circle, Victorville, CA 92392); as well as acceptance and reallocation of associated Program Income funds.

Recommendation:

That City Council take the following actions regarding MAP Case No. 13-09-01:
(1) Approve the Substitution of Trustee and Deed of Reconveyance; (2) Authorize the execution of the Substitution of Trustee and Deed of Reconveyance by the Deputy City Manager;
(3) Accept the payoff of the loan receivable to the CalHome Program Income Account; (4) Adopt Resolution No. 22-041, amending the annual budget for fiscal year 2021-2022 reallocating the subject $42,695 to CalHome Program Income Mortgage Assistance Program funds.

Fiscal Impact:

Approval of the item will allow for the acceptance and reallocation of $42,695 in CalHome Program Income, which will be available for a first-time homebuyer using the Mortgage Assistance Program.

Budget Account Number:
2717501D-47520-20580 – CalHome Program Income (Revenue) 2717501D-52300-20580 – CalHome Program Income (Expenditure) Currently, a total of $332,355.77 of CalHome Program Income is available for Mortgage Assistance Program, which will be increased to $375,050.77 with the approval of the subject allocation of $42,695 CalHome Program Income into the current Fiscal Year 2021-2022 budget.
2 5
7 0
Background:

On June 20, 2012, the City was awarded a one million dollar CalHome Grant from the State of California to help fund the Mortgage Assistance Program (MAP) and the Owner Occupied Rehabilitation Program. The City of Victorville utilizes all CalHome program income as a revolving fund for the MAP since no new CalHome funding has been available since 2016.

The purpose of MAP loans are to provide assistance to very low, low, and moderate income homebuyers purchasing a home within the City of Victorville. The MAP Program makes available deferred payment loans up to a maximum of $55,000. This Program is designed to provide income eligible households the financial assistance necessary to secure the purchase of a single family home. The MAP Program provides the needed amount to very low, low and moderate income families by bridging the gap between purchase price and affordability.

On February 23, 2022, staff conducted a MAP lender training, via Zoom, which was attended by new representatives from one of our current lenders. The City currently maintains a list of two qualified lenders and will be advertising for additional participating lenders upon the publishing of updated federal income and home purchase limits that are anticipated in the coming months.

Discussion:

On November 14, 2013, the program participant (the Participant) received a MAP loan in the amount of $39,837 to aid in the purchase of a home at 13035 Yale Circle, Victorville, CA 92392. The Participant has requested that the City reconvey the Deed of Trust that secured the MAP loan. This request has been made due to the terms of the Promissory Note and Deed of Trust being satisfied with the refinance of the subject home. The repayment of associated MAP loan funds and the associated simple interest occurred on April 25, 2022.

According to the Promissory Note, the repayment of the MAP loan required the Participant to pay the principal loan of $39,837 ($39,532.44, the adjusted MAP loan principle due to unused funds at close of escrow) plus a 1% simple interest per annum, calculated at $3,162.56 ($395.32/yr. for 8 years). The Participant has paid off the principal and simple interest balance totaling $42,695.

Since the Participant has satisfied the terms of the Promissory Note and Deed of Trust, Staff is requesting your approval in executing and recording of the Substitution of Trustee and Deed of Reconveyance. Recordation of the noted documents will reconvey the City’s Deed of Trust.

Attachments: A. Resolution No.22-041
B. Substitution of Trustee and Deed of Reconveyance
C. Original Promissory Note and Deed of Trust
Attachment A
Resolution No. 22-041

RESOLUTION NO. 22-041

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF VICTORVILLE AMENDING THE ANNUAL BUDGET FOR FISCAL YEAR 2021-2022

WHEREAS, the City Manager of the City of Victorville did heretofore submit to the City Council an estimate of the expen ditures and revenues of the City departments and offices, together with a proposed budget for the fiscal year 2021-2022; and

WHEREAS, copies of said budget were prepared and distributed to the City Council, approved by the City Council prior to June 30, 2021, and have been available for the inspection by the public in the office of the City Clerk of the City of Victorville; and

WHEREAS, after preparation of the budget, a need to amend the budget is being recommended to the Council for approval; and

WHEREAS, the City Manager or his designee will provide all necessary justification for the budget a mendment as an attachment to this resolution or in the associated City Council agenda report.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF VICTORVILLE DOES HEREBY RESOLVE AS FOLLOWS:

SECTION 1. That the annual budget for the fiscal year 2021-2022 for the City of Victorville be hereby amended to reflect a change in the amounts and associated accounts listed below and as described in the corresponding Agenda Item.

Account Amount Adjusted
2717501D-47520-20580 $42,695
2717501D-52300-20580 $42,695

SECTION 2. That copies of such amended budget, certified by the City Clerk, shall be filed with the auditors of the City of Victorville and in the office of the City Clerk for public inspection and certified copies thereof shall be made available for use by City departments, offices and subsidiary districts of the City.

Attachment B
Substitution of Trustee and Deed of
Reconveyance

RECORDING REQUESTED BY AND
WHEN RECORDED MAIL TO:

CITY OF VICTORVILLE
ATTN: JENELE DAVIDSON
14343 CIVIC DRIVE
VICTORVILLE, CA 92392
RE: MAP Case No. 13-09-01

________________________________________________________________________________________

APN: 3094-201-21-0000
13035 Yale Circle
Victorville, CA 92392

SUBSTITUTION OF TRUSTEE AND FULL RECONVEYANCE

Owner and Holder of the Note secured by the Deed of Trust dated November 14, 2013, executed by Michael Jerone Moore II , as original Trustor and the City of Victorville , a Municipal Corporation, as original Trustee: and City of Victorville, a Municipal Corporation, as original Beneficiary; which Deed of Trust recorded December 04, 2013 as Instrument No. 2013-0522294 of the Official Records of San Bernardino County, in the State of California; and

The UNDERSIGNED being the present legal owner and holder of the indebtedness secured by said Deed of Trust regarding 13035 Yale Circle, Victorville, CA, 92392 in the County of San Bernardino and the State of California, and more particularly described in “EXHIBIT A” (attached) , hereby substitutes themselves as Trustee in lieu of above named Trustee under said Deed of Trust.

The UNDERSIGNED hereby accepts said appointments as Trustee under said Deed of Trust and as Successor Trustee pursuant to request of said Owner and Holder and in accordance with the provisions of said Deed of Trust does HEREBY RECONVEY WITHOUT WARRANTY TO THE PERSON OR PERSONS LEGALLY ENTITLED THERETO all estate now held by him/her/them as Trustee under said Deed of Trust.

IN WITNESS WHEREO F OWNER AND SUCCESOR TRUSTEE THE UNDERSIGNED has caused the execution on:

CITY OF VICTORVILLE

Date:_______________ By: ______________________________ Jenele Davidson
Deputy City Manager

EXHIBIT A

LEGAL DESCRIPTION

All that real property located in the City of Victorville, San Bernardino County, State of California described as follows:

LOT 116 OF TRACT NO. 14054 -2, IN THE CITY OF VICTORVILLE, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA, AS PER MAP R ECORDED IN BOOK 233, PAGES 13 THROUGH 17, INCLUSIVE OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.

EXCEPT THEREFROM ALL OIL, GAS, MINERALS AND OTHER HYDROCARBON SUSTANCES, LYING BELOW A DEPTH OF 500 FEET, WITHOUT THE RIGHT OF SURFACE ENTRY.

APN: 3094-201-21

13035 Yale Circle
Victorville, CA 92392

State of California
County of San Bernardino

On __________ , before me, , Personally appeared Date Name and Title of the Officer
who proved to me on the basis of satisfactory
Name(s) of Signer(s)
evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature Place Notary Seal Above
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

Attachment C
Original Promissory Note and
Deed of Trust

Item Number: 8
City Council / Board of Directors
Consent Calendar
Meeting of: May 17, 2022
Submitted By:

Scott Webb, City Planner

Subject:

Substitution of Trustee and Deed of Reconveyance for Residential Curb Appeal Program (RCAP) Case No. 17-10-25 (16633 Don St., Victorville, CA 92395); as well as acceptance and reallocation of associated Program Income funds.

Recommendation:

That City Council take the following actions regarding RCAP Case No. 17-10-25:
(1) Approve the Substitution of Trustee and Deed of Reconveyance; (2) Confirm the required termination and release of the original Declaration of Covenants, Conditions and Restrictions (CC&Rs);
(3) Authorize the execution of the Substitution of Trustee and Deed of Reconveyance as well as the termination and release of the original CC&Rs by the Deputy City Manager; (4) Accept the payoff of the loan receivable to the Residential Rehabilitation Program Income Account;
(5) Adopt Resolution No. 22-042 amending the annual budget for fiscal year 2021-2022 and reallocating the subject $16,688 of Residential Curb Appeal Program funds to the Residential Rehabilitation Program Income Account.

Fiscal Impact:

Approval of the item will allow for the acceptance and reallocation of $16,688 in Residential Curb Appeal Program (RCAP) Program Income, which will be used to benefit a participant in the City’s Residential Rehabilitation Program (RRP). Funding received will be dispersed as follows:

Budget Account Number:
2853025-47520-20733 – Residential Rehabilitation Program Income (Revenue) 2853025-52300-20733 – Residential Rehabilitation Program Income (Expenditure) 2 5
7 3
Per the Department of Housing and Urban Development (HUD) rules, program income must be spent before yearly Community Development Block Grant (CDBG) allocations can be spent. Therefore, this reallocation request of $16,688 in RCAP Program Income into the current Fiscal Year 2021-2022 budget will benefit additional RRP participants, as outlined in the 2021-2022 Annual Action Plan. The RRP maintains a waiting list of over 10 residents, which would utilize over a year’s worth of future funding dedicated to this program. Due to the popularity of the program and an expanding wait list, the City will be able to assist a greater number of residents in accordance with the adopted Consolidated Plan and Action Plan with RCAP Program Income funds provided to the RRP.

Background:

The Residential Curb Appeal Program (RCAP) was designed to promote local beautification, increase property values, boost curb appeal, and correct any Health and Safety Code, Building Code or Victorville Municipal Code violations. The RCAP program was combined with the Residential Compliance Program to create the successor Residential Rehabilitation Program (RRP) in FY 2019-2020, which is provided through Community Development Block Grant funding as a deferred payment loan at 3% interest in amounts ranging from $1,000 to $15,000. Loans provided are secured against the property for a term of ten (10) years. The loan can be forgiven should participants remain the property owner and occupy the dwelling as their principal residence for no less than the programs 10-year term.

Discussion:

On October 25, 2017, the program participant (“Participant”) received an RCAP loan in the amount of $14,900 to aid in the rehabilitation of the home at 16633 Don St., Victorville, CA 92395. Rehabilitation improvements included: a new roof, sidewalk repair, and driveway repair with all items completed using a RCAP loan. The Participant has now requested the City reconvey the Deed of Trust that secured the RCAP loan and remove the associated Declarations of Covenant, Conditions, and Restrictions (CC&Rs). This request has been made due to the terms of the Promissory Note, Deed of Trust and CC&Rs being satisfied with the repayment of RCAP loan funds and associated interest on April 20, 2022.

According to the Promissory Note, the repayment of the RCAP loan required the Participant to pay the principal loan of $14,900 plus 3% simple interest annually, calculated at $1,788 ($447 annual simple interest x 4 years = $1,788). The Participant has paid the principal and simple interest balance totaling $16,688.

Since the Participant has satisfied the terms of the Promissory Note, Deed of Trust and CC&Rs Staff is requesting your approval in executing and recording of the Substitution of Trustee and Deed of Reconveyance, as well as termination and release of the CC&Rs Recordation of the noted documents and removal of the CC&Rs will reconvey the City’s Deed of Trust, and remove the specific CC&Rs (e.g. occupancy and maintenance standards, affordability covenants, etc.) as required per “Article V” of the original CC&Rs. 2 5
7 3
Attachments: A. Resolution No. 22-042
B. Substitution of Trustee and Deed of Reconveyance
C. Termination and Release of CC&Rs
D. Original Promissory Note, Deed of Trust, CC&Rs and Notice of Affordability Restrictions
Attachment A
Resolution No. 22-042

RESOLUTION NO. 22-042

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF VICTORVILLE AMENDING THE ANNUAL BUDGET FOR FISCAL YEAR 2021-2022

WHEREAS, the City Manager of the City of Victorville did heretofore submit to the City Council an estimate of the expen ditures and revenues of the City departments and offices, together with a proposed budget for the fiscal year 2021-2022; and

WHEREAS, copies of said budget were prepared and distributed to the City Council, approved by the City Council prior to June 30, 2021, and have been available for the inspection by the public in the office of the City Clerk of the City of Victorville; and

WHEREAS, after preparation of the budget, a need to amend the budget is being recommended to the Council for approval; and

WHEREAS, the City Manager or his designee will provide all necessary justification for the budget a mendment as an attachment to this resolution or in the associated City Council agenda report.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF VICTORVILLE DOES HEREBY RESOLVE AS FOLLOWS:

SECTION 1. That the annual budget for the fiscal year 2021-2022 for the City of Victorville be hereby amended to reflect a change in the amounts and associated accounts listed below and as described in the corresponding Agenda Item.

Account Amount Adjusted
2853025-47520-20733 $16,688
2853025-52300-20733 $16,688

SECTION 2. That copies of such amended budget, certified by the City Clerk, shall be filed with the auditors of the City of Victorville and in the office of the City Clerk for public inspection and certified copies thereof shall be made available for use by City departments, offices and subsidiary districts of the City.

Attachment B
Substitution of Trustee and Deed of
Reconveyance

RECORDING REQUESTED BY AND
WHEN RECORDED MAIL TO:

CITY OF VICTORVILLE
ATTN: JENELE DAVIDSON
14343 CIVIC DRIVE
VICTORVILLE, CA 92392
RE: RCP Case No. 17-10-25

________________________________________________________________________________________

APN: 0478-073-10-0000
16633 Don Street
Victorville, CA 92395

SUBSTITUTION OF TRUSTEE AND FULL RECONVEYANCE

Owner and Holder of the Note secured by the Deed of Trust dated October 25, 2017, executed by Maria D. Olvera Galleoga, AKA, Maria Del Rosario OlveraGallegos, as original Trustor and the City of Victorville, as original Trustee: and City of Victorville, a Municipal Corporation, as original Beneficiary; which Deed of Trust recorded March 31, 2018 as Instrument No. 2018-0198233 of the Official Records of San Bernardino County, in the State of California; and

The UNDERSIGNED being the present legal owner and holder of the indebtedness secured by said Deed of Trust regarding 16633 Don St., Victorville, CA, 92395 in the County of San Bernardino and the State of California, and more particularly described in “EXHIBIT A” (attached) , hereby substitutes themselves as Trustee in lieu of above named Trustee under said Deed of Trust.

The UNDERSIGNED hereby accepts said appointments as Trustee under said Deed of Trust and as Successor Trustee pursuant to request of said Owner and Holder and in accordance with the provisions of said Deed of Trust does HEREBY RECONVEY WITHOUT WARRANTY TO THE PERSON OR PERSONS LEGALLY ENTITLED THERETO all estate now held by him/her/them as Trustee under said Deed of Trust.

IN WITNESS WHEREO F OWNER AND SUCCESOR TRUSTEE THE UNDERS IGNED has caused the execution on:

CITY OF VICTORVILLE

Date:_______________ By: ______________________________ Jenele Davidson
Deputy City Manager

EXHIBIT A

LEGAL DESCRIPTION

All that real property located in the City of Victorville, San Bernardino County, State of California described as follows:

LOT 36 OF TRACT 3204, FAIRVIEW SUBDIVISION NO. 2, IN THE CITY OF VICTORVILLE, COUNTY OF SAN BERNARDINO, STATE OF CALI FORNIA, AS PER MAP RECORDED IN BOOK 50, PAGE 56 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.

APN: 0478-073-10
16633 Don Street
Victorville, CA 92395

State of California
County of San Bernardino

On __________ , before me, , Personally appeared Date Name and Title of the Officer
who proved to me on the basis of satisfactory
Name(s) of Signer(s)
evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the en tity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature Place Notary Seal Above
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

Attachment C
Termination and Release of CC&Rs

RECORDING REQUESTED BY AND
WHEN RECORDED MAIL TO:

CITY OF VICTORVILLE
ATTN: JENELE DAVIDSON
14343 CIVIC DRIVE
VICTORVILLE, CA 92392
RE: RCP Case No. 17-10-25

______________________________________________________________________

(EXEMPT FROM RECORDING FEES PURSUANT TO GOVERNMENT CODE SECTION 27383 and/or 6103)

APN: 0478-073-10-0000
16633 Don Street
Victorville, CA 92395

TERMINATION AND RELEASE OF DECLARATION OF COVENANTS, CONDITIONS

AND RESTRICTIONS AND

NOTICE OF AFFORDABILITY RESTRICTIONS ON TRANSFER OF PROPERTY

PLEASE TAKE NOTICE THAT the City of Victorville, a Municipal Corporation (the “City”) is the sole beneficiary of that certain Declaration of Covenants, Conditions, and Restrictions (CC&Rs) executed by the City of Victorville Development Department on October 25, 2017 and recorded on May 31, 2018 as Instrument No. 2018-0198234 in the Official Records of San Bernardino County, C alifornia (the “Affordable Housing Restrictions”), upon that certain real property identified in t he Affordable Housing Restrictions and described in the attached Exhibit A (the “Property”) . The Affordable Housing Restrictions were recorded concurrently with the Notice of Affordability Restrictions on Trans fer of Property, executed on October 25, 201 7 by Development Department, and recorded on May 31, 2018 as Instrument No. 20 18-0198236 in the Official Records of San Bernardino County, California (the “Notice of Affordability Restrictions on Transfer of Property”).

Pursuant to the t erms of t he Affordable Housing Restrictions, the City shall execute a release of the encumbrances provided that the homeowner has repaid the Residential Curb Appeal Program loan in full and remitted the accrued interest payment to the City of Victorvil le. As the pre ceding con ditions have now been met, the City of Victorville hereby terminates the Affordable Housing Restrictions and forever releases the encumbrances of the Affordable Housing Restrictions from the Property. Accordingly, the Notice of Aff ordability Rest rictions o n Transfer of Property is also terminated and released.

CITY OF VICTORVILLE

DATE: _____________________ By:

Jenele Davidson
Deputy City Manager

EXHIBIT A

LEGAL DESCRIPTION

All that real property located in the City of Victorville, San Bernardino County, State of California described as follows:

LOT 36 OF TRACT 3204, FAIRVIEW SUBDIVISION NO. 2, IN THE CITY OF

VICTORVILLE, COUNTY OF SAN BERNARDINO, STATE OF CALI FORNIA, AS PER MAP RECORDED IN BOOK 50, PAGE 56 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.

APN: 0478-073-10
16633 Don Street
Victorville, CA 92395

State of California
County of San Bernardino

On __________ , before me, , Personally appeared Date Name and Title of the Officer

who proved to me on the basis of satisfactory
Name(s) of Signer(s)
evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature Place Notary Seal Above

A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

Attachment D
Original Promissory Note, Deed of Trust,
CC&Rs and Notice of Affordability
Restrictions

Item Number: 9
City Council / Board of Directors
Consent Calendar
Meeting of: May 17, 2022
Submitted By:

Jennifer Thompson, City Clerk

Subject:

Second Reading of Ordinance No. 2429
Recommendation:

That the City Council adopt, by second reading, Ordinance No. 2429 amending various sections of Chapter 2.28 (Purchasing System) of the Victorville Municipal Code to increase the City Manager’s Purchasing and Contracting Authority, Revise Related Bidding Thresholds, and make Other Clarifying Changes.

Fiscal Impact:

There is no fiscal impact as a result of this action.

Discussion:

At the Regular City Council meeting held on May 3, 2022, the City Council, by a majority vote, voted to introduce Ordinance No. 2429, amending various sections of Chapter 2.28 (Purchasing System) of the Victorville Municipal Code to increase the City Manager’s Purchasing and Contracting Authority, Revise Related Bidding Thresholds, and make Other Clarifying Changes.

This ordinance is being presented for adoption and once adopted, will become effective June 17, 2022.

Attachments: A. Ordinance No. 2429

ATTACHMENT A

1 ORDINANCE NO. 2429

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF

VICTORVILLE, CALIFORNIA, AMENDING VARIOUS SECTIONS OF
CHAPTER 2.28 (PURCHASING SYSTEM) OF TITLE 2 OF THE

VICTORVILLE MUNICIPAL CODE TO INCREASE THE CITY
MANAGER’S PURCHASING AND CONTRACTING AUTHORITY,

REVISE RELATED BIDDING THRESHOLDS, AND MAKE OTHER

CLARIFYING CHANGES

WHEREAS, Chapter 2.28 of the Victorville Municipal Code (“ VMC”) contains the current purchasing, procurement, and contracting rules for the City of Victorville (“City”); and

WHEREAS, the curr ent rules specify certain dollar amount thresholds to regulate the purchasing and contracting authority of the City Manager and to activate certain solicitation and competitive bidding procedures consistent with the City’s Charter public works authority and other applicable laws; and

WHEREAS, while the current rules provide guidelines as to competitive bidding thresholds and the authority of the City Manager in the areas of purchasing and contracting, the dollar amount thresholds were last adjusted in 2018 , prior to the COVID -19 pandemic and other geopolitical events have markedly increased the costs of goods, services, and construction; and

WHEREAS, in light of the foregoing facts, the City Council finds it will further the efficient administration of City affairs to increase the City Manager’s contracting, signature, and purchasing authority from the current threshold amount of fifty thousand dollars ($50,000) or less to one hundred twenty-five thousand dollars ($125,000) or less; and

WHEREAS, VMC Secti on 2.28.015 allows for any dollar amounts set forth in Chapter

2.28 “which trigger bidding thresholds or determine the award and signature authority for contracts” to be amended by resolution or ordinance of the City Council; and

WHEREAS, to maintain the internal consistency of the City’s purchasing system in VMC Chapter 2.28, it is also necessary to adjust certain competitive bidding thresholds and make certain other harmonizing changes; and

WHEREAS, the City Council wishes to adopt this Ord inance to increase the City’s Manager’s purchasing and contracting (signature) authority, as well as revise associated bidding thresholds and make certain clarifying updates to VMC Chapter 2.28; and

WHEREAS, the City Council finds these changes will strea mline the City’s purchasing functions, making the City’s operations more cost-efficient, while maintaining prudent control and reporting mechanisms in the best interest of the City and its residents.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF VICTOR VILLE DOES HEREBY ORDAIN AS FOLLOWS:

Section 1. Recitals.

2 The recitals set forth above are true and correct, and are hereby incorporated by this reference as if set forth in their entirety.

Section 2. Amendment of Victorville Municipal Code Section 2.28.050.

SECTION 2.28.050 OF ARTICLE I (General) OF CHAPTER 2.28 OF TITLE 2 OF

THE VICTORVILLE MUNICIPAL CODE IS HEREBY AMENDED IN ITS ENTIRETY TO READ AS FOLLOWS:

2.28.050 - Definitions.

For the purposes of this chapter, the following definitions shall apply:
(1) "Best value bidder" means the bidder who represents the best value to the city as determined under section 2.28.040 of this chapter.
(2) "Change order" means a change or addendum to an executed contract. (3) "City manager" means the city manager of the city or such designee or designees as he/she shall authorize in writing to act on his/her behalf in accordance with the limitations set forth in this definition and this chapter. The city manager serves ex offic io as the SCLAA Executive Director. Unless otherwise specified by ordinance or resolution of the city council, the city manager may only delegate his/her authority to award and/or execute contracts/change orders to a deputy city manager or city department heads/directors, and with respect to contracts, any such delegation shall not exceed ten thousand dollars ($10,000) per single transaction per fiscal year, unless the city manager provides specific additional written authorization up to a limit of fifty th ousand dollars ($50,000). The city manager may not delegate his/her authority to declare an emergency, except that in the event of the absence or disability of the city manager, a deputy city manager may declare an emergency in his/her stead.
(4) "Consultant/professional services" means services which involve the exercise of professional discretion and independent judgment based on an advanced or specialized knowledge, expertise or training gained by formal studies or experience. Such services include, but are not limited to, those provided by appraisers, architects, attorneys, engineers, instructors, insurance advisors, financial advisors, physicians and other specialized consultants. The procurement of professional services is governed by section

2.28.280.
(5) "Contract" or "contracts" mean formal written agreements to do or not to do a certain thing. "Contract" or "contracts" and "agreement" or "agreements" are synonymous. (6) "Emergency" means a sudden occurrence that poses a threat to the public health, safety or welfare, and/or the property of the city requiring immediate action to prevent or mitigate the loss or impairment of life, health, property, or essential public services.

Determination of whether an emergency exists shall be within the discretion of the city council or the city manager as set forth elsewhere in this chapter. (7) "Deputy city manager" mea ns the deputy city manager for the city or such designees as he/she shall authorize in writing to act on his/her behalf.

3 (8) "General services" means and includes any work performed or services rendered by an independent contractor, with or without the fur nishing of materials, including, but not limited to, the following:
(A) Maintenance or nonstructural repair of city buildings, structures or improvements which does not require engineering plans, specifications or design, including, but not limited to, uns cheduled replacement of broken window panes, fire extinguisher maintenance, minor roof repairs, plumbing, elevator maintenance, custodial services and pest control;
(B) Repair, modification and maintenance of city equipment and software; (C) Cleaning, analysis, testing, moving, removal or disposal (other than by sale) of city supplies and equipment;
(D) Care or maintenance of public grounds, including, but not limited to, trees, shrubbery, flowers, lawns;
(E) Providing temporary personnel services;
(F) Providing other miscellaneous services to facilitate city operations; (G) Performing repair, demolition or other work required to abate nuisances under this code;
(H) Licensing software;
(I) Leasing or rental of equipment (personal property) for use by the city; (J) A maintenance agreement for equipment owned or leased by the city; (K) Abatement or cleanup of hazardous materials; provided however that, any time such abatement or cleanup involves preparation of an asbestos or other hazardous materials report, a consultant/professional services agreement shall also be required.
"General services" does not include work defined as consultant/professional services under subsection 2.28.050(4) of this section, nor work defined as a "public project" or a "public works project" in paragraphs (A) through (C) of subsection 2.28.050(9) of this section.
(9) "Public project" or "public works project" means any of the following:
(A) Construction, reconstruction, erection, alteration, renovation, improvement, demolition, an d repair work involving any publicly owned, leased, or operated facility.
(B) Major painting or repainting of any publicly owned, leased, or operated facility.
(C) In the case of a publicly owned utility system, "public project" shall include only the cons truction, erection, improvement, or repair of dams, reservoirs, powerplants, and electrical transmission lines of two hundred thirty thousand volts and higher.

4 (D) The following items of "maintenance work" may, in the sole discretion of the city, be classi fied as either "general services" or a "public works project" for purposes of procurement under this chapter:
(1) Routine, recurring, and usual work for the preservation or protection of any publicly owned or publicly operated facility for its intended purposes. (2) Minor repainting.
(3) Resurfacing of streets and highways at less than one inch. (4) Landscape maintenance, including mowing, watering, trimming, pruning, planting, replacement of plants, and servicing of irrigation and sprinkler systems.
(5) Work performed to keep, operate, and maintain publicly owned water, power, or waste disposal systems, including, but not limited to, dams, reservoirs, powerplants, and electrical transmission lines of two hundred thirty thousand volts and higher.
(E) For purposes of this definition, "facility" means any plant, building, structure, ground facility, utility system, subject to the limitation found in paragraph (C) of this subsection, real property, streets and highways, or other public work improvement.
(10) "Responsive bid" means a bid submitted by a bidder which conforms in all material respects to the requirements of any notice inviting quotations, informal bids or formal bids, as described in this chapter.
(11) "Responsible bid" or "responsible of fer" means a bid/offer submitted by a bidder or offeror who has demonstrated the attributes of trustworthiness, quality, fitness, capacity and experience to perform a contract, in the sole determination of the city.

(12) "Supplies and equipment" means and includes all supplies, materials, goods, commodities (excluding electricity and natural gas), and equipment purchased on behalf of the city, except for supplies or materials furnished for a public project. (13) "Technology product" means hardware, softwar e, or communications equipment; or related equipment or goods which incorporate any such items. (14) "Negotiated contract" means a contract awarded on the basis of a direct agreement with a contractor, vendor, consultant or other service provider without t he requirement of a competitive bidding or request for proposals/qualifications process. However, a negotiated contract can and often should be awarded after negotiations with parties having submitted responses to requests for proposals or qualifications. See section 2.28.110. (15) "Energy purchases" means any contract with a private or public supplier of commodities and services for the purchase or sale -incidental-to-purchase of electricity or natural gas and related energy products and services, including, without limitation, unbundled renewable energy credits ("RECs"), scheduling coordinator services, regulatory compliance instruments, and resource adequacy. "Energy purchases" also include master or enabling agreements containing general terms and conditions that provide for the execution of one or more purchase or sale -incidental-to-purchase transactions under the terms of a standard form contract and any exhibit, addendum or confirmation.

5 (16) "VMUS" means Victorville Municipal Utility Services, the city's municipal electricity and gas utility.
(17) "Sole source purchase" means unique services, and/or supplies and equipment that can be obtained from only one vendor, or one distributor authorized to sell in this area, with singular characteristics or performance capabilities or which have specific compatibility components with existing city products, rende ring bidding or quotation requirements futile or meaningless. All sole source purchases shall be supported by written documentation.

Section 3. Amendment of Victorville Municipal Code Section 2.28.060.

SECTION 2.28.060 OF ARTICLE II (Contract Authority) OF CHAPTER 2.28 OF TITLE 2 OF THE VICTORVILLE MUNICIPAL CODE IS HEREBY AMENDED IN ITS ENTIRETY TO READ AS FOLLOWS:

2.28.060 - City manager authority.

(a) The responsibility and authority for the solici tation of purchases and procurement of general services, consultant/professional services, supplies and equipment, and public works projects is hereby vested in the city manager who shall be the purchasing officer for the city.
(b) The city manager is aut horized to make purchases, award and enter into contracts on behalf of the city in conformance with the provisions set forth in this chapter, this code or the charter.
(c) The city manager may delegate in writing to those persons specified in subsection

2.28.050(3) the authority to purchase or contract for specified supplies, services and equipment and construction of public works projects, provided such delegations, purchases and contracts are made in conformity with all the provisions of this chapter. (d) Subject to the procedures and any specific exceptions set forth in this chapter, the city manager is authorized to enter into and sign for on behalf of the city, without the prior approval of the city council, contracts for the purchase/procurement of g eneral services, and/or supplies and equipment (or a combination of both):
(1) Which do not exceed an initial compensation figure of one hundred twenty- five thousand dollars ($125,000) in any single transaction per fiscal year. As to a change order to su ch contracts, the limit of authority shall not exceed an amount that increases the original contract price above one hundred twenty -five thousand dollars ($125,000). Cumulative additional change orders in excess of the foregoing limit must be approved by the city council; and
(2) For which moneys have been appropriated and for which there is an unexpended and unencumbered balance of such appropriation sufficient to pay the expense of the contract.
(e) In addition to the authority in subsections (a) throug h (d) of this section, the city manager is authorized to enter and execute, for and on behalf of the city, the following contracts:

6 (1) Contracts with public agencies or public utility companies regarding construction or use of public improvements or util ity facilities, which require no payment of money by the city or which provide for payment of money to the city in an amount not in excess of one hundred twenty-five thousand dollars ($125,000) under each contract;
(2) Contracts for community social or re creational services, or for the use of city property or facilities, in accordance with established administrative guidelines, which require no payment of money by the city or which provide for payment of money to the city in an amount not in excess of one hundred twenty-five thousand dollars ($125,000) under each contract;
(3) Contracts for consultant/professional services in an amount up to one hundred twenty-five thousand dollars ($125,000) in any single transaction per fiscal year. Alterations, deviations, additions or deletions from the original scope of work for a consultant/professional services contract, which are determined by the city to be necessary during the progress of work, shall be documented by a supplemental agreement. The city manager is a uthorized to enter into and execute, for and on behalf of the city, supplemental agreements for consultant/professional services contracts as follows:
(A) For contracts originally entered into and executed by the City Manager under the authority currently or previously provided for in this Section, supplemental agreements that do not increase the total contract price to an amount in excess of one hundred twenty -five thousand dollars($125,000)..
(B) For contracts originally entered into and executed by the C ity Council, the City Manager may enter into and execute supplemental agreements in an amount up to one hundred twenty -five thousand dollars ($125,000).
(4) Contracts and change orders for construction of public works projects, within the parameters set forth in Article IV of this Chapter.

(5) Leases for Telecommunication Facilities (“Cell Tower Leases”) located on City-owned property, and/or renewals/extensions of currently-existing Cell Tower Leases, provided that:
(A) They are of a routine nature;
(B) They do not, or did not, in the event of an extension/renewal, require any third party (Credit Entity) consents;
(C) They are on the City's standard Cell Tower Lease form (as such may be modified from time-to-time following review by the City's Risk Manager and the City Attorney);
(D) They do not exceed a term of thirty (30) years (including any renewal periods);

7 (E) They result in annual rents of one hundred twenty -five thousand ($125,000), or less; and
(F) They are reviewed and approved as to form by the City Attorney and the City's Risk Manager prior to execution.

(6) Non-disturbance and amendment, assignment and assumption agreements relating to the Cell Tower Lease in Liberty Park originally dated September 22, 2010, provided that prior to execution any such agreements have (i) been reviewed by and approved as to form by the City Attorney; (ii) been approved by the City's Risk Manager; and (iii) received consent (if required) from the Credit Entity.

(7) Other conveyances and instruments requiring the City seal, provided that such conveyances or instruments do not concern property (real or personal) valued in excess of one hundred twenty -five thousand dollars ($125,000); or other lease agreements that provide for payment of money by the City or to the City in amounts not to exceed one hundred twenty -five thousand dollars ($125,000) per single transaction per fiscal year. Equipment leases shall also comply with the provisions of Section 2.28.130;
(8) Contracts for Energy Purchases by VMUS as specified in Article VIII of this Chapter;
(9) Notices of Completion for projects valued at one hundred twenty-five thousand dollars ($125,000) or less.
(10) Grant Applications, Grant Agreements, or Grant Acceptances that may result in revenue of one hundred twenty-five thousand dollars ($125,000) or less per fiscal year.
(f) In an emergency the city manager may authorize the expenditure of any unencumbered funds to respond to the emergency, notwithstanding the fact that such moneys may not have been appropriated for such purpose, but only to the extent that such moneys have not been appropriated or are otherwise available. Such action shall be ratified by city council as soon as practicable, and with respect to any emergency involving a public works project such action shall be ratified by the city council as set forth in Secti on

2.28.240.
(g) The VWD General Manager (or such persons as he/she may designate, provided such designation is made in writing) is authorized to make purchases and execute contracts or agreements for the assignment of water rights in lieu of replacement or make -up assessments in the Mojave Basin Area on behalf of the VWD, provided that:
(1) at no time will the total price paid for the assignment of water rights in lieu of replacement or make -up assessments exceed the amount authorized for such purchases in the annual budget approved by the VWD Board; (2) the term of any transaction or agreement entered into shall not exceed one (1) year;
(3) no purchase of assignment of water rights in lieu of replacement or make - up assessments shall exceed that required to fully meet such obligations;

8 (4) at no time will any purchase of assignment of water rights in lieu of replacement or make -up assessments be made at a per acre foot rate greater than that published by the Watermaster for purchases of replacement water at the time such purchase is made; and
(5) such procurement of the assignment of water rights in lieu of replacement or makeup assessments shall be made in full compliance with the Rules and Regulations of the Mojave Basin Watermaster.

Section 4. Repeal of Victorville Municipal Code Section 2.28.075.

SECTION 2.28.075 OF ARTICLE II (Contract Authority) OF CHAPTER 2.28 OF TITLE 2 OF THE VICTORVILLE MUNICIPAL CODE IS HEREBY REPEALED

IN ITS ENTIRETY

Section 5. Amendment of Victorville Municipal Code Section 2.28.080.

SECTION 2.28.080 OF ARTICLE III (Supplies, Equipment and General Services) OF CHAPTER 2.28 OF TITLE 2 OF THE VICTORVILLE MUNICIPAL CODE IS HEREBY AMENDED IN ITS ENTIRETY TO READ AS FOLLOWS:

2.28.080 - Federal or State Funding

When a purchase of supplies, equipment, and/or general services involves the expenditure of federal or state funds, the procurement shall be conducted in accordance with mandatory applicable federal or state laws or regulations. Such laws or regulations may be i ncorporated in administrative policies and periodically updated, as required.

Absent such state or federal funding, the purchase of supplies, equipment and/or general services shall be procured in accordance with the provisions of this article.

Section 6. Addition of New Section 2.28.085 to the Victorville Municipal Code.

A NEW SECTION 2.28.085 IS HEREBY ADDED TO ARTICLE III (Supplies, Equipment and General Services) OF CHAPTER 2.28 OF TITLE 2 OF THE VICTORVILLE MUNICIPAL CODE TO READ AS FOLLOWS:

2.28.085 - Purchases of general services and supplies and equipment with an estimated cost of five thousand dollars or less.

For purchases of general services and/or supplies and equipment with an estimated cost of five thousand dollars ($5,000) or less per an y single transaction per fiscal year, additional purchasing procedures shall be established by an administrative regulation of the city manager.

9 Section 7. Amendment of Victorville Municipal Code Section 2.28.100.

SECTION 2.28.100 OF ARTICLE III (Suppl ies, Equipment and General Services) OF CHAPTER 2.28 OF TITLE 2 OF THE VICTORVILLE MUNICIPAL CODE IS HEREBY AMENDED IN ITS ENTIRETY TO READ AS FOLLOWS:

2.28.100 - Purchases of general services or supplies and equipment with an estimated cost in excess of fifty thousand dollars.
(a) Bidding requirement. The city manager shall solicit bids for supplies and equipment and general services with an estimated cost in excess of fifty thousand dollars ($50,000) per single transaction or term agreement by following the formal bid procedure prescribed in this section.
(1) Notice inviting bids. The notice inviting bids shall include a general description of the supplies and equipment or general services to be purchased, and shall state where bid forms and specifications may be secured, and the final time and place for submitting bids.
(A) Published notice. The notice inviting bids shall be published at least one time, ten calendar days before the date of opening of the bids in a newspaper(s) of general circulation, printed and published locally. The city manager may also give such additional notice as he/she deems appropriate. (B) Bidder's list. The city manager shall also solicit sealed bids from responsible prospective suppliers whose names are on the city's bidder's list. (2) Bid opening procedure. Bidders shall submit sealed bids to the city manager or such department head as may be identified in the notice inviting bids, and shall identify them as bids on the envelope in accordance with the notice inviting bids.

Invitations for bids shall require a bid opening at a designated place, date and time when the city clerk, or his or her designee, shall publicly open. (3) Rejection of bids – City Manager Authority. With respect to bids for general services and/or supplies and equipment with a cost of one hundred twen ty-five thousand dollars ($125,000) or less, the city manager has the authority and discretion to reject any and all bids presented, and may re -advertise for bids in the event all bids are rejected.
(4) Rejection of bids – City Council Authority. With respect to bids for general services and/or supplies and equipment with a cost in excess of one hundred twenty- five thousand dollars ($125,000) or less, the city council has the authority and discretion to reject any and all bids presented, and may re -advertise for bids in the event all bids are rejected.
(5) No bid/no responsive bid. If no bid, or no responsive bid is received after inviting bids under this section, the city manager may proceed to procure the general services or purchase the supplies and equipment in the open market. (6) Award of contract. The city manager shall have the authority to award and execute a contract for purchase of supplies and equipment or general services if the cost thereof is one hundred twenty -five thousand dollars ($125,000 ) or less. The city council shall have the authority to award and execute a contract for purchase

10 of supplies and equipment or general services with a cost in excess of one hundred twenty-five thousand dollars ($125,000). If responsive and responsible bi ds are received, the city manager or the city council, as applicable, shall make award of the contract to the best value bidder, even if such bidder did not submit the lowest monetary bid. The factors from section 2.28.040 upon which the award was based shall be set forth in writing.
(b) Exceptions. The bidding procedures under this section may be dispensed with:
(1) In the event the existence of an emergency, as defined in subsection

2.28.050(6), is determined and provided such procurement is made in acc ordance with the applicable provisions of subsection 2.28.060(f). If the estimated cost of the purchase is less than one hundred twenty-five thousand dollars ($125,000), the city manager may make the determination that an emergency exists; otherwise the city council must make the determination.
(2) Where it is determined that such procurement constitutes a sole source purchase. If the estimated cost of the purchase is less than one hundred twenty-five thousand dollars ($125,000), the city manager may make the sole source purchase determination in writing (using the city's sole-source justification form); otherwise the city council must make the determination. The basis upon which this determination is made shall be prepared by the city manager in writing a nd presented to the city council for approval using the city's sole -source justification form.
(3) Where the general services, supplies or equipment are purchased through a cooperative purchasing arrangement pursuant to section 2.28.120; and (4) Where supplies and equipment or general services are purchased through competitive or noncompetitive negotiations pursuant to section 2.28.110.

Section 8. Amendment of Victorville Municipal Code Section 2.28.110.

SECTION 2.28.110 OF ARTICLE III (Supplies, Equipment And General Services) OF CHAPTER 2.28 OF TITLE 2 OF THE VICTORVILLE MUNICIPAL CODE IS HEREBY AMENDED IN ITS ENTIRETY TO READ AS FOLLOWS:

2.28.110 - Negotiated purchases.

(a) Applicability. A purchase may be had by negotiations when the purchase is for:
(1) A technology product, as defined in subsection 2.28.050(13); (2) An addition to, or repair or maintenance of, existing equipment which can be more efficiently added to, repaired or maintained by an authorized company or manufacturer;
(3) Equipment which must be compatible with existing equipment, by reason of the training of the personnel or an inventory of existing replacement parts kept by the city;

11 (4) Public art (which may or may not also fall within the Sole Source Purchase exception).

The affected department head shall state in writing the basis for a determination that this section applies.

Before any purchase is made under this section, a determination of the applicability of this section and the method of negotiation (competitive or noncompetitive) must first be approved by the city manager when the purchase involves one hundred twenty -five thousand dollars ($125,000) or less. For purchases under this section in e xcess of one hundred twenty-five thousand dollars ($125,000), city council approval shall be required, following its determination of the applicability of this section and method of negotiation (competitive or noncompetitive).
(b) Method of Negotiation. When a negotiated purchase is approved under subsection (a) of this section, the purchase may be made by either (1) competitive negotiation following a request for proposals or (2) noncompetitive negotiation. (c) Competitive Negotiation Following a Request for Proposals. (1) Request for Proposals. Under this method, proposals are requested from a number of sources and the request for proposals is publicized. The request for proposals must identify all the significant evaluation factors, including price or cost and their relative importance. Proposals must be solicited from an adequate number of qualified sources to permit reasonable competition.
(2) Receipt of Proposals. Sealed proposals must be submitted by the date and time specified on the prescribed fo rms and shall be identified in the publicized invitation for proposals.
(3) Negotiation. The highest ranking offeror based on the factors set forth in Section 2.28.040, the "best value offeror," will be selected for contract negotiation.

If agreement cannot be reached with the highest ranked offeror, the second highest ranked offeror (and the third, and so on) will be contacted, with the best value offeror (or other offerors, in order) dismissed from further consideration on that particular project. All elements of the negotiation process shall be documented by the city department conducting the negotiations and submitted to the Deputy City Manager. Offerors submitting responsible offers shall be accorded fair and equal treatment with respect to opportunity for discussion and revision of proposals. Any revisions are permitted after submission in writing and prior to the award of a contract.
(4) Award and Notification. An award may be made to the best value offeror, as defined in subsection 2.28.110(c)(3), whose proposal provides the best value to the city. All offerors participating in the process shall be notified in writing of the successful award. Except as may otherwise be provided for in this Chapter, contracts in excess of one hundred twenty -five thousand dollars ($125,000) shall be awarded by the City Council and executed by the Mayor. (d) Noncompetitive Negotiations. When there is only one source, purchase can be made through solicitation and negotiation directly with that source. The affected department head shall state in writing the basis for the determination that this subsection applies, and before any purchase is made, that determination must be approved in writing

12 by the city manager (for contracts involving an estimated cost in excess of five thousand dollars ($5,000), but not more than one hundred twenty-five thousand dollars ($125,000)) or the city council (for contracts involving an estimated cost in excess of one hundred twenty-five thousand dollars ($125,000)). Except as may be otherwise provided for in this Chapter, contracts in excess of one hundred twenty-five thousand dollars ($125,000) shall be awarded by the City Council and executed by the Mayor.

Section 9. Amendment of Victorville Municipal Code Section 2.28.120.

SECTION 2.28.120 OF ARTICLE III (Supplies, Equipment and General Services) OF CHAPTER 2.28 OF TITLE 2 OF THE VICTORVILLE MUNICIPAL CODE IS HEREBY AMENDED IN ITS ENTIRETY TO READ AS FOLLOWS:

2.28.120 - Purchases of supplies and equipment through cooperative purchasing arrangements.
(a) Provided that city council approval is obtained for purchases in excess of one hundred twenty-five thousand dollars ($125,000), the city manager may purchase supplies and equipment without complying with the quotation or bidding requirements of this chapter, if such purchases are based on an agreement or cooperative purchasing progr am entered into by any local, state or federal governmental agency, regardless of whether the city is named party to the agreement or an actual participant in such a program, provided it satisfies the criteria below:
(1) Any local, state, or governmental agency program, if the underlying purchase was made using quotation or bid procedures at least as restrictive as the city's; or
(2) The California Multiple Award Schedules (CMAS), the California Communities Purchasing Program, the Western States Contracti ng Alliance (WSCA), the County of Los Angeles, the U.S. Communities Government Purchasing Alliance, California State Contracts administered by the Department of General Services (DGS) or other purchasing programs deemed by the city manager to be in conform ance with the city's quotation or bid procedures to permit reasonable competition.
(b) Whenever cooperative purchasing is used, the supplies and equipment purchased must be the same and be offered at the same price as the supplies and equipment subject to the agreement or program, except that (1) up to ten percent variation is allowed for customizing the order or for desirable city options, and (2) in addition, a cost of living adjustment (using the Riverside -San Bernardino -Ontario Counties Consumer Price Index—Urban, All Items) can be added for up to three years.

13 Section 10. Amendment of Victorville Municipal Code Section 2.28.180.

SECTION 2.28.180 OF ARTICLE IV ( Public Works Projects ) OF CHAPTER 2.28 OF TITLE 2 OF THE VICTORVILLE MUNICIPAL CODE IS HE REBY AMENDED IN ITS ENTIRETY TO READ AS FOLLOWS:

2.28.180 – Construction Contract Change Orders.

(a) All construction contract change orders shall comply with the city of Victorville standard construction specifications and/or such construction specifications as may be set forth in the contract documents for a particular public works project. The work description and justification should relate to the original project and should be necessary to achieve its original scope. Change Orde rs should not be used for additional tasks/work unrelated to the original contract unless the city council has waived the competitive bidding requirements and adopted a resolution making one or more of the findings in accordance with section 2.28.230. Change orders shall be approved and issued in writing by the city manager prior to the work being performed, subject to t he provisions of the following subdivision (b).

(b) Provided the funding for the public works project contract has been previously approved and the expenditure of funds authorized by the city council, the city manager shall have the authority to execute change orders; provided however, that if a single contract change order (or the cumulative amount of change orders on a given public project) exceeds fifteen percent (15%) of the total contract price or two hundred thousand dollars (whichever amount is less), the city manager shall obtain city council approval prior to executing the change order. In emergency situations where stopping the work will result in severe repair or replacement delays and subject the city to excessive additional costs due to the delay in the project, the city manager may approve a change order that exceeds these limits provided he/she presents said change order to the city council for ratification at the next city council meeting.

Section 11. Amendment of Victorville Municipal Code Section 2.28.190.

SECTION 2.28.190 OF ARTICLE IV ( Public Works Projects ) OF CHAPTER 2.28 OF TITLE 2 OF THE VICTORVILLE MUNICIPAL CODE IS HEREBY
AMENDED IN ITS ENTIRETY TO READ AS FOLLOWS:

2.28.190 - Public works contracts with an estimated cost of sixty thousand dollars or less.

Any public works project with an estimated cost of sixty thousand dollars ($60,000) or less, including any contingency established for change orders, is not subject to any competitive bidding requirements and may be performed by the employees of the city (force account) or awarded by Negotiated Contract or by purchase order. The city manager shall obtain a cost estimate from the project engineer or architect prior to issuing a purchase order or negotiating a contract with a responsible contractor. The city manager shall have the authority to award and execute any contract for a public works project awarded under this section.

14 Section 12. Amendment of Victorville Municipal Code Section 2.28.200.

SECTION 2.28.200 OF ARTICLE IV (Public Works Projects) OF CHAPTER 2.28 OF TITLE 2 OF THE VICTORVILLE MUNICIPAL CODE IS HEREBY AMENDED IN ITS ENTIRETY TO READ AS FOLLOWS:

2.28.200 - Public works contracts with an estimated cost in excess of sixty thousand dollars but not more than five hundred thousand dollars; informal bidding procedures.

(a) Except as otherwise provided in this article, a public works project with an estimated cost which exceeds sixty thousand dollars ($60,000), but is not more than five hundred thousand dollars ($500,000) including any contingency established for change orders, shall be let to contract by the City using the informal bid procedures set forth in this section.
(b) The informal bidding procedures are as follows:
(1) Bidder's List. The city manager may compile and maintain a list of qualified contractors, identified according to categories of work. Minimum criteria for development and maint enance of the contractors' list shall be consistent with administrative rules and regulations established by the city manager. (2) Notice. If the city manager compiles and maintains a list of qualified contractors, all contractors on the city's list for the category of work being bid shall be mailed a notice of inviting informal bids (unless the product or service is proprietary). If no list of qualified contractors is maintained, an announcement/advertisement shall be placed in construction trade journals as deemed appropriate by the project engineer or requesting department. The city manager or requesting department may also give such other notice as they deem appropriate (including but not limited to, newspaper publication, posting at city hall or on the city's web site).
(3) Minimum Time Period. All mailing of notices to contractors and announcements/advertisements published in the construction trade journals or other appropriate media pursuant to subsection 2.28.200(2) shall be completed not less than ten calendar days before bids are due.
(4) Notice Contents. The notice inviting informal bids shall describe the project in general terms; provide an opportunity to obtain more detailed information about the project; state the time and place for submissi on of bids; require that the name of the bidder, the project title, and the term "bid" be written or otherwise affixed on the front of the envelope containing the bid; and list the city department/representative authorized to receive the bids. The notice i nviting informal bids shall also contain a statement that bids received after the submission deadline, or bids submitted to the improper place or to the improper department/representative shall be returned unopened.
(5) Bid Opening Procedure. Bids shall b e submitted to the appropriate city department/representative as designated in the notice inviting bids and shall be

15 opened by the department representative (or his/her designee) at the time stated in the notice of inviting bids. A written record and tabul ation shall be made at that time of all bids received, and any bids submitted after the deadline or submitted to a place or city department/representative not specified in the notice inviting bids shall be returned unopened.
(6) Determination of Best Value Bidder. The city department representative (or his/her designee) in consultation with the city engineer/project manager, shall:
(A) Make an analysis of the bids for compliance with the general bid terms and the technical bid specifications;
(B) Rank the bidders from highest to lowest, based on the factors set forth in Section 2.28.040 (the highest ranking bidder shall be the best value bidder); and
(C) Forward the ranking and all bids submitted to the city manager with a recommendation for rejection of all bids or award to the best value bidder.

The city manager shall make the final recommendation for award to the city council.
(7) Award. With the exception of those public works projects solicited under this under this Section having an actual cost of one-hundred twenty-five thousand dollars ($125,000) or less, which contracts may be awarded or all bids rejected in the discretion of the City Manager, the city council has the authority and discretion to award a contract or reject any or all bids on public works projects solicited under the informal bid process set forth in this section.
(A) If responsive and responsible bids are received and no decision to reject all bids is made, the city manager or city council, as applicable, shall make award of the contract to the best value bidder, even if such bidder did not submit the lowest monetary bid, provided the award amount is within the unencumbered appropriation for that item.
(B) The factors from Section 2.28.040 of this chapter upon which the award was based shall be set forth in writing. Upon the refusal or failure of the best value bidder to execute the contract, the city manager or the city council, as applicable may award the contract to the next highest ranking best value bidder.
(8) Tie Bids. If two or more bids received are for the same total amount or unit price, quality and service being equal, the city manager or the city council, as applicable, may accept the one it chooses by drawing lots. (9) No Bids. If no bids are received, the project may be let pursuant to Section

2.28.190 without further need for compliance with this section.

16 Section 13. Amendment of Victorville Municipal Code Section 2.28.220.

SECTION 2.28.220 OF ARTICLE IV (Public Works Projects) OF CHAPTER 2.28 OF TITLE 2 OF THE VICTORVILLE MUNICIPAL CODE IS HEREBY
AMENDED IN ITS ENTIRETY TO READ AS FOLLOWS:

2.28.220 - Rejection of bids.

(a) The city may, in its discretion, reject any bids presented if the city, prior to rejecting all bids and declaring that the project can be more economically performed by employees of the city, furnishes a written notice to an apparent low monetary bidder. The notice shall inform the bidder of the city's intention to reject the bid and shall be mailed at least two business days prior to the hearing at which the city intends to reject the bid. If after the first invitation of bids all bids are rejected, after reevaluating its cost estimates of the project, the city shall have the option of either of the following:
(1) Abandoning the project or re -advertising for bids using the applicable procedure based on the monetary bid thresholds described in this article; or (2) By passage of a resolution requiring a four -fifths (4/5) vote of the membership of the City Council for adoption when there are five sitting Councilmembers, and a three -fourths (3/4) vote of the membership of the City Council for adoption when there are fewer than five sitting Councilmembers on the City Council declaring that the project can be performed more economically by city employees (force account) or awarded by negotiated contract or purchase order, the city may have the project done in suc h manner, without further compliance with this article.

Section 14. Amendment of Victorville Municipal Code Section 2.28.240.

SECTION 2.28.240 OF ARTICLE IV (Public Works Projects) OF CHAPTER 2.28 OF TITLE 2 OF THE VICTORVILLE MUNICIPAL CODE IS HEREBY
AMENDED IN ITS ENTIRETY TO READ AS FOLLOWS:

2.28.240 - Emergency procedures.

In the event of an emergency (deemed by the city council to exist based on the factors in the definition set forth in subsection 2.28.050(6) of this chapter) the city council may proceed at once to replace, repair or in an appropriate case, construct any public works project without giving notice for bids to let contracts. The work may be done by day labor under direction of the city council, by contract, or by a combination of the two. The city council delegates to the city manager the power to declare the existence of an emergency and to take the actions set forth in this section, subject to confirmation by the city council at its next meeting, by a four-fifths (4/5) vote of the membership of the City Council when there are five sitting Councilmembers, and a three-fourths (3/4) vote of the membership of the City Council when there are fewer than five sitting Councilmembers on the City Council.

17 Section 15. Amendment of Victorville Municipal Code Subsection 2.28.280(e).

SUBSECTION (e) OF SECTION 2.28.280 OF ARTICLE V (Professional Services) OF CHAPTER 2.28 OF TITLE 2 OF THE VICTORVILLE MUNICIPAL CODE IS HEREBY AMENDED IN ITS ENTIRETY TO READ AS FOLLOWS:

(e) Award. Prof essional service contracts with an estimated cost of more than one hundred twenty-five thousand dollars ($125,000) require the approval of the city council.

Section 16. Addition of New Section 2.28.290 to the Victorville Municipal Code.

A NEW SECTION 2 .28.290 IS HEREBY ADDED TO ARTICLE V (Professional Services) OF CHAPTER 2.28 OF TITLE 2 OF THE VICTORVILLE MUNICIPAL CODE TO READ AS FOLLOWS:

2.28.290 - Federal or State Funding

When a purchase of professional services involves the expenditure of federal or state funds, the procurement shall be conducted in accordance with mandatory applicable federal or state laws or regulations. Such laws or regulations may be incorporated in administrative policies, and periodically updated, as required. Absent such state or federal funding, the purchase of Professional Services shall be procured in accordance with the provisions of this article.

Section 17. Repeal of Conflicting Provisions.

All the provisions of the Victorville Municipal Code heretofore adopted by the City Council of the City of Victorville that are in conflict with the provisions of this Ordinance are hereby repealed as of the effective date hereof.

Section 18. Severability.

The City Council declares that, should any provision, section, paragraph, sentence, or word of this Ordinance 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 Ordinance as hereby adopted shall remain in full force and effect.

Section 19. CEQA Exemption.

The City Council finds, pursuant to Title 14 of the California Code of Regulations, Section 15378(b)(5), that this Ordinance is exempt from the requirements of the California Environmental Quality Act (CEQA) in that it is a governmental, organizational, or administrative activity that will not result in direct or indirect changes in the environment.

18 Section 20. Effective Date.

This Ordinance shall take effect thirty (30) days after its final passage.

Section 21. Certification.

The City Clerk of the City of Victorville is hereby directed to certify to the passage and adoption of this Ordinance and to cause it to be published as required by law.

P:\APPS\WPDATA\VVCA\0001\DOC\924.18-ORD NO. 2429 AMEND CH 2.28 CM PURCH CLEAN 04.28.22.DOCX Item Number: 10
City Council / Board of Directors
Consent Calendar
Meeting of: May 17, 2022
Submitted By:

John Mendiola, Finance Director / City Treasurer

Subject:

Payroll Warrant List
Recommendation:

That the City Council and Board of Directors ratify the Payroll Demand Schedule No. 10A for Payroll Period March 18, 2022 through April 01, 2022, in the amount of $1,572,698.70 covering Check Nos. 32730 through Nos. 32746, including Vendor checks. Please note employee Check Nos. 32732 has a live Check and an EFT Advice. Also included are Advice Nos. 286878 through 287315, per adopted budget for Fiscal Year 2021-2022 period covering July 1, 2021 through June 30, 2022.

Fiscal Impact:

A total fiscal impact of $1,572,698.70 is authorized with this action. The attached report details the payments by check numbers.

Discussion:

I hereby certify that the claims or demands covered by the attached list of warrants have been audited as to the accuracy and availability of funds for payment thereof and that said claims or demands are accurate and the funds are available for payment thereof.

Attachments: A. Payroll Report PPE 040122
Attachment A
Payroll Report PPE 040122
City of Victorville Council Payroll Report 04/25/2022Page 1 of 13 City of Victorville
City Council Payroll Report
Payroll Period Beginning: March 18, 2022 through April 01, 2022 Checks
Check Number Employee ID Check Date Total Net
32730 3551 04/08/2022 $606.27
32731 3636 04/08/2022 $1,883.03
32732 2705 04/08/2022 $819.44
32733 3637 04/08/2022 $1,239.87
32734 3633 04/08/2022 $1,127.29
32735 3635 04/08/2022 $1,555.39
32736 3622 04/08/2022 $926.58
32737 3361 04/08/2022 $1,805.43
32738 74 04/08/2022 $100.00
32739 74 04/08/2022 $200.00
32740 240 04/08/2022 $5.00
32741 1145 04/08/2022 $967.08
32742 1182 04/08/2022 $100.00
32743 1182 04/08/2022 $100.00
32744 13491 04/08/2022 $422.31
32745 18154 04/08/2022 $175.00
32746 20821 04/08/2022 $423.00
Checks Total 12,455.69
City of Victorville Council Payroll Report 04/25/2022Page 2 of 13 Advices
Check Number Employee ID Check Date Total Net
32732 2705 04/08/2022 $2,000.00
286878 3620 03/29/2022 $695.28
286879 1625 04/01/2022 $45,165.06
286880 3608 04/08/2022 $2,128.19
286881 1099 04/08/2022 $657.43
286882 3495 04/08/2022 $1,886.26
286883 3597 04/08/2022 $3,058.42
286884 3243 04/08/2022 $2,570.18
286885 2115 04/08/2022 $4,842.83
286886 3142 04/08/2022 $1,419.67
286887 2682 04/08/2022 $2,021.52
286888 3297 04/08/2022 $630.71
286889 3458 04/08/2022 $357.45
286890 3229 04/08/2022 $4,051.12
286891 3283 04/08/2022 $2,427.07
286892 1064 04/08/2022 $6,070.12
286893 2287 04/08/2022 $2,545.55
286894 3467 04/08/2022 $1,736.50
286895 1706 04/08/2022 $4,525.05
286896 2395 04/08/2022 $2,618.52
286897 3625 04/08/2022 $1,605.52
286898 2624 04/08/2022 $2,222.54
286899 3596 04/08/2022 $2,555.50
286900 3043 04/08/2022 $1,761.50
286901 3031 04/08/2022 $2,972.11
286902 1748 04/08/2022 $2,561.44
286903 2361 04/08/2022 $1,988.45
286904 3502 04/08/2022 $1,741.40
286905 3561 04/08/2022 $2,046.47
286906 1903 04/08/2022 $1,602.90
286907 3616 04/08/2022 $2,173.25
286908 3630 04/08/2022 $1,646.79
286909 3527 04/08/2022 $1,514.86
286910 2627 04/08/2022 $1,871.13
286911 2366 04/08/2022 $1,675.08
286912 2618 04/08/2022 $1,972.34
286913 2594 04/08/2022 $2,434.15
286914 2297 04/08/2022 $1,685.22
286915 3516 04/08/2022 $2,271.21
286916 2093 04/08/2022 $1,540.71
286917 1973 04/08/2022 $3,158.13
City of Victorville Council Payroll Report 04/25/2022Page 3 of 13 286918 2019 04/08/2022 $2,268.81
286919 3494 04/08/2022 $2,224.55
286920 3538 04/08/2022 $1,611.08
286921 2102 04/08/2022 $2,669.76
286922 2233 04/08/2022 $2,655.32
286923 2606 04/08/2022 $1,958.65
286924 3046 04/08/2022 $1,772.29
286925 1635 04/08/2022 $4,657.21
286926 3327 04/08/2022 $1,980.34
286927 3619 04/08/2022 $1,350.67
286928 3624 04/08/2022 $1,844.73
286929 3009 04/08/2022 $3,522.38
286930 2619 04/08/2022 $2,152.88
286931 2603 04/08/2022 $1,606.84
286932 2491 04/08/2022 $2,106.32
286933 2235 04/08/2022 $2,637.98
286934 2300 04/08/2022 $2,952.04
286935 2655 04/08/2022 $1,420.86
286936 2032 04/08/2022 $2,567.16
286937 2685 04/08/2022 $1,606.56
286938 3521 04/08/2022 $2,211.40
286939 3528 04/08/2022 $1,762.57
286940 3045 04/08/2022 $2,017.83
286941 3499 04/08/2022 $2,037.54
286942 3362 04/08/2022 $1,833.15
286943 2232 04/08/2022 $2,473.70
286944 1957 04/08/2022 $2,335.04
286945 3290 04/08/2022 $1,904.30
286946 3085 04/08/2022 $1,852.57
286947 3246 04/08/2022 $2,955.53
286948 2042 04/08/2022 $4,607.33
286949 3615 04/08/2022 $2,300.04
286950 2323 04/08/2022 $2,903.34
286951 1767 04/08/2022 $2,696.78
286952 3508 04/08/2022 $1,966.35
286953 2225 04/08/2022 $3,152.97
286954 3544 04/08/2022 $1,778.76
286955 3221 04/08/2022 $2,517.04
286956 1533 04/08/2022 $2,128.65
286957 3501 04/08/2022 $2,827.03
286958 2833 04/08/2022 $2,001.59
286959 1627 04/08/2022 $3,631.88
286960 2211 04/08/2022 $4,243.34
286961 3497 04/08/2022 $960.21
City of Victorville Council Payroll Report 04/25/2022Page 4 of 13 286962 1426 04/08/2022 $974.23
286963 3105 04/08/2022 $1,757.52
286964 2254 04/08/2022 $2,848.28
286965 3618 04/08/2022 $1,863.49
286966 3482 04/08/2022 $1,506.30
286967 3354 04/08/2022 $3,224.53
286968 3011 04/08/2022 $2,004.13
286969 3623 04/08/2022 $1,033.30
286970 3295 04/08/2022 $1,650.01
286971 3184 04/08/2022 $3,013.58
286972 3400 04/08/2022 $1,844.87
286973 3547 04/08/2022 $915.60
286974 2742 04/08/2022 $2,517.81
286975 3089 04/08/2022 $2,861.73
286976 2379 04/08/2022 $1,789.32
286977 3565 04/08/2022 $915.60
286978 3634 04/08/2022 $2,416.57
286979 2711 04/08/2022 $1,570.69
286980 3586 04/08/2022 $1,667.78
286981 3190 04/08/2022 $2,284.27
286982 2249 04/08/2022 $4,304.63
286983 3250 04/08/2022 $1,351.44
286984 3548 04/08/2022 $1,033.30
286985 3511 04/08/2022 $1,692.69
286986 3581 04/08/2022 $1,253.75
286987 3396 04/08/2022 $1,775.38
286988 3519 04/08/2022 $2,139.79
286989 3541 04/08/2022 $2,106.52
286990 2499 04/08/2022 $3,030.91
286991 3379 04/08/2022 $2,032.92
286992 2105 04/08/2022 $4,094.82
286993 3474 04/08/2022 $1,781.98
286994 2515 04/08/2022 $2,426.98
286995 2679 04/08/2022 $2,267.76
286996 3490 04/08/2022 $1,892.45
286997 3475 04/08/2022 $2,825.19
286998 3353 04/08/2022 $2,291.94
286999 3627 04/08/2022 $1,564.95
287000 3542 04/08/2022 $2,172.56
287001 1955 04/08/2022 $1,583.65
287002 3147 04/08/2022 $2,767.33
287003 1632 04/08/2022 $2,327.37
287004 3148 04/08/2022 $2,703.61
287005 3195 04/08/2022 $1,655.47
City of Victorville Council Payroll Report 04/25/2022Page 5 of 13 287006 3602 04/08/2022 $2,070.42
287007 1970 04/08/2022 $2,196.20
287008 1520 04/08/2022 $2,110.88
287009 2605 04/08/2022 $1,874.36
287010 3505 04/08/2022 $3,825.17
287011 2540 04/08/2022 $3,074.55
287012 3522 04/08/2022 $1,617.25
287013 2377 04/08/2022 $2,463.82
287014 1079 04/08/2022 $2,353.16
287015 3463 04/08/2022 $2,450.74
287016 2312 04/08/2022 $2,210.20
287017 3510 04/08/2022 $2,060.09
287018 1901 04/08/2022 $5,199.29
287019 3628 04/08/2022 $2,229.19
287020 3068 04/08/2022 $1,884.75
287021 3129 04/08/2022 $3,119.04
287022 1998 04/08/2022 $2,776.35
287023 2376 04/08/2022 $3,987.22
287024 2111 04/08/2022 $2,508.65
287025 3303 04/08/2022 $3,147.48
287026 3558 04/08/2022 $2,477.21
287027 1655 04/08/2022 $3,262.08
287028 3285 04/08/2022 $2,813.93
287029 1529 04/08/2022 $1,724.07
287030 3238 04/08/2022 $3,629.23
287031 3242 04/08/2022 $2,224.68
287032 3346 04/08/2022 $1,928.68
287033 1776 04/08/2022 $2,805.85
287034 3192 04/08/2022 $1,850.05
287035 2635 04/08/2022 $2,239.75
287036 2798 04/08/2022 $1,970.72
287037 3265 04/08/2022 $2,014.47
287038 1503 04/08/2022 $2,636.57
287039 1515 04/08/2022 $2,082.79
287040 2505 04/08/2022 $2,280.26
287041 3299 04/08/2022 $1,568.67
287042 3113 04/08/2022 $1,940.08
287043 1007 04/08/2022 $3,080.02
287044 2343 04/08/2022 $617.12
287045 3273 04/08/2022 $2,533.02
287046 3121 04/08/2022 $1,699.66
287047 1497 04/08/2022 $2,161.62
287048 3537 04/08/2022 $2,189.07
287049 2192 04/08/2022 $1,625.79
City of Victorville Council Payroll Report 04/25/2022Page 6 of 13 287050 2034 04/08/2022 $2,273.93
287051 2275 04/08/2022 $2,580.46
287052 3380 04/08/2022 $2,024.82
287053 3191 04/08/2022 $2,959.71
287054 2530 04/08/2022 $2,608.05
287055 3496 04/08/2022 $334.45
287056 3051 04/08/2022 $1,784.26
287057 1750 04/08/2022 $2,204.17
287058 2770 04/08/2022 $1,729.39
287059 2228 04/08/2022 $2,001.91
287060 3101 04/08/2022 $2,399.65
287061 3335 04/08/2022 $1,882.16
287062 3611 04/08/2022 $1,108.62
287063 3388 04/08/2022 $1,121.74
287064 1249 04/08/2022 $1,856.14
287065 3284 04/08/2022 $1,850.88
287066 3580 04/08/2022 $1,033.30
287067 3621 04/08/2022 $1,033.30
287068 3270 04/08/2022 $1,499.50
287069 1117 04/08/2022 $3,025.55
287070 2248 04/08/2022 $1,803.94
287071 3263 04/08/2022 $1,465.69
287072 1588 04/08/2022 $1,960.90
287073 2189 04/08/2022 $2,238.73
287074 3560 04/08/2022 $1,461.89
287075 3509 04/08/2022 $1,734.12
287076 3226 04/08/2022 $1,808.81
287077 3257 04/08/2022 $1,629.78
287078 1121 04/08/2022 $3,738.79
287079 2689 04/08/2022 $947.32
287080 3149 04/08/2022 $2,305.40
287081 2181 04/08/2022 $2,078.01
287082 1865 04/08/2022 $2,186.27
287083 3479 04/08/2022 $1,044.21
287084 3331 04/08/2022 $1,563.40
287085 1723 04/08/2022 $1,364.60
287086 3288 04/08/2022 $1,018.90
287087 3296 04/08/2022 $1,823.14
287088 3572 04/08/2022 $1,057.30
287089 2531 04/08/2022 $2,987.75
287090 1513 04/08/2022 $1,689.20
287091 2118 04/08/2022 $984.59
287092 3387 04/08/2022 $995.29
287093 3330 04/08/2022 $2,087.42
City of Victorville Council Payroll Report 04/25/2022Page 7 of 13 287094 2681 04/08/2022 $3,035.93
287095 2119 04/08/2022 $1,680.27
287096 1612 04/08/2022 $2,351.45
287097 1282 04/08/2022 $2,090.65
287098 3610 04/08/2022 $1,033.30
287099 3277 04/08/2022 $1,661.31
287100 3287 04/08/2022 $1,740.37
287101 3037 04/08/2022 $1,547.40
287102 1449 04/08/2022 $2,400.23
287103 3481 04/08/2022 $1,018.90
287104 2677 04/08/2022 $4,382.24
287105 3341 04/08/2022 $1,745.92
287106 1137 04/08/2022 $1,845.01
287107 2383 04/08/2022 $1,665.10
287108 3130 04/08/2022 $1,681.88
287109 2489 04/08/2022 $1,818.68
287110 3139 04/08/2022 $1,528.31
287111 3099 04/08/2022 $2,205.35
287112 2696 04/08/2022 $1,973.49
287113 1287 04/08/2022 $2,638.02
287114 3536 04/08/2022 $2,896.82
287115 1254 04/08/2022 $1,936.43
287116 3187 04/08/2022 $1,762.31
287117 2368 04/08/2022 $1,737.40
287118 3095 04/08/2022 $2,053.53
287119 3532 04/08/2022 $1,758.83
287120 3258 04/08/2022 $1,044.66
287121 3100 04/08/2022 $2,343.48
287122 3259 04/08/2022 $1,044.66
287123 3344 04/08/2022 $1,582.11
287124 1338 04/08/2022 $3,194.93
287125 3507 04/08/2022 $1,044.66
287126 2229 04/08/2022 $1,566.07
287127 1049 04/08/2022 $2,130.26
287128 1506 04/08/2022 $1,757.59
287129 3568 04/08/2022 $659.05
287130 1959 04/08/2022 $3,363.65
287131 3004 04/08/2022 $1,741.11
287132 1893 04/08/2022 $1,818.87
287133 3626 04/08/2022 $1,616.70
287134 1581 04/08/2022 $2,309.98
287135 3279 04/08/2022 $1,806.46
287136 2460 04/08/2022 $1,790.53
287137 3112 04/08/2022 $1,689.95
City of Victorville Council Payroll Report 04/25/2022Page 8 of 13 287138 2732 04/08/2022 $1,676.99
287139 3338 04/08/2022 $1,438.71
287140 2552 04/08/2022 $1,760.78
287141 2476 04/08/2022 $3,020.14
287142 2279 04/08/2022 $2,751.00
287143 3515 04/08/2022 $4,401.40
287144 3092 04/08/2022 $2,530.87
287145 3138 04/08/2022 $2,534.57
287146 3146 04/08/2022 $2,982.69
287147 2590 04/08/2022 $1,736.89
287148 2748 04/08/2022 $2,584.12
287149 2669 04/08/2022 $2,956.54
287150 2623 04/08/2022 $1,732.07
287151 2637 04/08/2022 $2,137.63
287152 3079 04/08/2022 $1,615.25
287153 2638 04/08/2022 $2,560.47
287154 3513 04/08/2022 $1,744.28
287155 3109 04/08/2022 $2,262.93
287156 2671 04/08/2022 $2,952.38
287157 3019 04/08/2022 $2,863.47
287158 2593 04/08/2022 $2,145.81
287159 3328 04/08/2022 $1,952.96
287160 3461 04/08/2022 $2,427.72
287161 2626 04/08/2022 $1,986.02
287162 3038 04/08/2022 $2,144.53
287163 3052 04/08/2022 $1,869.19
287164 2290 04/08/2022 $1,810.69
287165 3110 04/08/2022 $2,223.80
287166 2641 04/08/2022 $1,842.30
287167 2612 04/08/2022 $2,211.55
287168 2642 04/08/2022 $2,342.38
287169 2674 04/08/2022 $2,198.35
287170 3231 04/08/2022 $2,290.80
287171 3228 04/08/2022 $2,825.36
287172 2628 04/08/2022 $2,762.16
287173 3301 04/08/2022 $1,504.65
287174 2630 04/08/2022 $2,272.41
287175 2643 04/08/2022 $1,813.10
287176 3182 04/08/2022 $2,239.78
287177 2599 04/08/2022 $2,142.95
287178 2683 04/08/2022 $1,743.43
287179 2753 04/08/2022 $2,051.83
287180 2610 04/08/2022 $2,432.75
287181 3323 04/08/2022 $1,593.98
City of Victorville Council Payroll Report 04/25/2022Page 9 of 13 287182 1389 04/08/2022 $2,604.60
287183 3264 04/08/2022 $1,813.38
287184 2808 04/08/2022 $2,040.71
287185 2646 04/08/2022 $3,076.22
287186 3617 04/08/2022 $1,710.81
287187 2600 04/08/2022 $2,196.16
287188 2524 04/08/2022 $2,254.51
287189 2686 04/08/2022 $1,843.21
287190 2193 04/08/2022 $2,150.27
287191 3322 04/08/2022 $2,282.56
287192 3629 04/08/2022 $2,201.54
287193 3230 04/08/2022 $2,773.08
287194 1931 04/08/2022 $2,447.14
287195 2038 04/08/2022 $1,674.51
287196 2339 04/08/2022 $5,138.64
287197 2678 04/08/2022 $3,221.78
287198 3240 04/08/2022 $1,942.41
287199 3215 04/08/2022 $2,502.49
287200 3035 04/08/2022 $1,903.03
287201 3185 04/08/2022 $2,034.59
287202 1853 04/08/2022 $2,614.11
287203 3503 04/08/2022 $2,266.84
287204 3589 04/08/2022 $889.76
287205 3579 04/08/2022 $187.79
287206 3376 04/08/2022 $2,735.32
287207 3384 04/08/2022 $996.26
287208 3386 04/08/2022 $1,799.50
287209 2488 04/08/2022 $931.82
287210 3120 04/08/2022 $890.30
287211 3582 04/08/2022 $704.29
287212 3252 04/08/2022 $2,315.67
287213 3070 04/08/2022 $2,123.46
287214 1866 04/08/2022 $1,451.71
287215 3371 04/08/2022 $932.65
287216 3577 04/08/2022 $650.07
287217 3267 04/08/2022 $619.97
287218 2478 04/08/2022 $938.87
287219 3470 04/08/2022 $608.66
287220 3573 04/08/2022 $419.97
287221 3471 04/08/2022 $951.11
287222 3531 04/08/2022 $3,363.22
287223 3587 04/08/2022 $741.81
287224 3029 04/08/2022 $1,631.38
287225 2564 04/08/2022 $225.31
City of Victorville Council Payroll Report 04/25/2022Page 10 of 13 287226 3326 04/08/2022 $2,917.27
287227 3609 04/08/2022 $839.25
287228 3492 04/08/2022 $549.65
287229 3491 04/08/2022 $489.13
287230 3576 04/08/2022 $413.14
287231 3566 04/08/2022 $589.69
287232 3397 04/08/2022 $1,843.89
287233 2006 04/08/2022 $2,237.22
287234 2684 04/08/2022 $1,389.27
287235 1966 04/08/2022 $1,696.94
287236 2204 04/08/2022 $2,829.48
287237 2355 04/08/2022 $2,025.37
287238 3500 04/08/2022 $2,027.70
287239 2039 04/08/2022 $1,705.98
287240 3281 04/08/2022 $1,247.99
287241 1990 04/08/2022 $1,889.46
287242 3550 04/08/2022 $2,415.71
287243 2629 04/08/2022 $1,874.61
287244 3348 04/08/2022 $1,520.36
287245 1544 04/08/2022 $2,106.36
287246 3543 04/08/2022 $1,652.60
287247 3107 04/08/2022 $1,959.92
287248 3081 04/08/2022 $1,869.09
287249 3523 04/08/2022 $3,138.28
287250 3271 04/08/2022 $1,893.09
287251 3017 04/08/2022 $3,937.59
287252 3512 04/08/2022 $2,168.14
287253 2027 04/08/2022 $1,204.26
287254 2330 04/08/2022 $2,151.12
287255 3632 04/08/2022 $1,497.78
287256 1932 04/08/2022 $1,837.11
287257 3437 04/08/2022 $3,232.46
287258 3421 04/08/2022 $2,348.78
287259 3439 04/08/2022 $1,278.83
287260 3440 04/08/2022 $3,771.55
287261 3441 04/08/2022 $2,920.01
287262 3559 04/08/2022 $4,286.45
287263 3473 04/08/2022 $3,202.21
287264 3406 04/08/2022 $4,789.34
287265 3422 04/08/2022 $2,787.70
287266 3407 04/08/2022 $3,331.88
287267 3442 04/08/2022 $2,237.64
287268 3368 04/08/2022 $1,245.47
287269 3433 04/08/2022 $2,234.18
City of Victorville Council Payroll Report 04/25/2022Page 11 of 13 287270 3469 04/08/2022 $3,183.62
287271 3424 04/08/2022 $5,069.90
287272 3414 04/08/2022 $4,078.37
287273 3443 04/08/2022 $2,066.51
287274 3600 04/08/2022 $2,597.81
287275 3598 04/08/2022 $3,276.52
287276 3418 04/08/2022 $2,601.78
287277 3444 04/08/2022 $2,597.32
287278 3583 04/08/2022 $2,445.43
287279 3585 04/08/2022 $2,983.14
287280 1718 04/08/2022 $5,149.67
287281 3409 04/08/2022 $2,006.53
287282 3426 04/08/2022 $4,505.27
287283 3584 04/08/2022 $2,046.15
287284 3410 04/08/2022 $5,603.14
287285 3447 04/08/2022 $3,236.05
287286 3427 04/08/2022 $2,809.85
287287 3607 04/08/2022 $2,876.28
287288 3411 04/08/2022 $3,870.08
287289 3448 04/08/2022 $2,310.57
287290 3571 04/08/2022 $2,214.43
287291 3518 04/08/2022 $1,885.75
287292 3449 04/08/2022 $2,788.55
287293 3428 04/08/2022 $2,294.17
287294 3429 04/08/2022 $2,469.13
287295 3455 04/08/2022 $1,726.93
287296 3451 04/08/2022 $4,532.94
287297 3595 04/08/2022 $2,542.76
287298 3430 04/08/2022 $2,640.63
287299 3452 04/08/2022 $3,342.08
287300 3417 04/08/2022 $1,873.66
287301 3431 04/08/2022 $2,382.71
287302 3419 04/08/2022 $1,224.33
287303 3524 04/08/2022 $2,417.76
287304 3412 04/08/2022 $4,688.28
287305 3420 04/08/2022 $3,451.27
287306 3378 04/08/2022 $3,749.54
287307 3435 04/08/2022 $2,953.11
287308 3432 04/08/2022 $2,396.57
287309 3408 04/08/2022 $1,821.41
287310 3445 04/08/2022 $2,152.28
287311 3456 04/08/2022 $1,608.75
287312 3591 04/08/2022 $2,202.26
287313 3392 04/08/2022 $3,194.37
City of Victorville Council Payroll Report 04/25/2022Page 12 of 13 287314 2210 04/08/2022 $2,799.91
287315 3434 04/08/2022 $2,712.79
Advices Total 1,006,142.97
City of Victorville Council Payroll Report 04/25/2022Page 13 of 13 Electronic Vendor Payments
Vendor Check Date Total Gross
IRS 3/25/2022 56.24
IRS 3/29/2022 22.34
IRS 4/1/2022 27,818.74
IRS 4/8/2022 155,283.76
State Taxes 3/29/2022 5.80
State Taxes 4/1/2022 4,929.82
State Taxes 4/8/2022 40,549.62
CASDU 4/8/2022 4,521.82
Deferred Comp (457) 3/28/2022 57.26
Deferred Comp (457) 3/30/2022 57.75
Deferred Comp (457) 4/1/2022 98.10
Deferred Comp (457) 4/11/2022 63,294.28
Deferred Comp (401a) 4/8/2022 363.19
PERS 4/14/2022 254,281.32
VV Professional Firefighters 4/6/2022 2,760.00
Total Electronic Payments 554,100.04
Item Number: 11
City Council / Board of Directors
Consent Calendar
Meeting of: May 17, 2022
Submitted By:

John Mendiola, Finance Director / City Treasurer

Subject:

Commercial Demand Schedule No. 21
Recommendation:

That the City Council and Board of Directors ratify Commercial Demand Schedule No. 21 in the amount of $12,282,141.55, covering Electronic Fund Transfers No. 329875 through 330126 and Warrant No. 785466 through 785650 for 04/27/2022 through 05/04/2022 and Wire Transfers dated 04/26/2022 through 04/29/2022, per the adopted budget for Fiscal Year 2021-2022 for the period covering July 1, 2021 through June 30, 2022.

Fiscal Impact:

The total fiscal impact for FY21-22 in the amount of $12,282,141.55 is authorized with this action. The attached report details the total funds paid to vendors.

Background:

Pursuant to the City’s Municipal Code (2.24.080) the attached demands were presented by the departments, audited by the Finance Department and subsequent warrants/wire transfers were issued. All were found to be in conformity to City policies and procedures and funds were budgeted or available to pay said demands. List of commercial warrants and wire transfers are now being presented to Council for approval.

Attachments: A. Commercial Demand Schedule No. 21 Check Register Summary ATTACHMENT A:

Commercial Demand Schedule No. 21 Check Register Summary

CITY OF VICTORVILLE
Report generated: 05/04/2022 16:09 Page 1User:

Program ID:
hguzman
apchkrcn
CHECK # CHECK DATE TYPE VENDOR NAME UNCLEARED CLEARED BATCH CLEAR DATE

AP CHECK RECONCILIATION REGISTER
FOR CASH ACCOUNT: 000 11100 FOR: Uncleared
329875 04/27/2022 EFT 014638 ACCURATE OVERHEAD DOOR SY 4,450.00 329876 04/27/2022 EFT 019621 AGA ENGINEERS, INC. 420.00 329877 04/27/2022 EFT 002921 AMERICAN LANDSCAPE AND MA 75,205.36 329878 04/27/2022 EFT 018562 BEST POWER EQUIPMENT, LLC 1,455.35 329879 04/27/2022 EFT 007650 BAKER & TAYLOR, INC. 331.01 329880 04/27/2022 EFT 000297 BECK OIL, INC. 16,382.11
329881 04/27/2022 EFT 000333 BOB'S TIRE SERVICE 94.99
329882 04/27/2022 EFT 015877 BOOT BARN, INC. 157.68
329883 04/27/2022 EFT 003245 CALIFORNIA DEPARTMENT OF 64.00 329884 04/27/2022 EFT 002720 CALIFORNIA TOOL & WELDING 271.01 329885 04/27/2022 EFT 014820 CAL-STATE AUTO PARTS 414.73 329886 04/27/2022 EFT 018132 CLINICAL LABORATORY OF SA 8,548.25 329887 04/27/2022 EFT 027067 COMPASS PEST MANAGEMENT I 62.00 329888 04/27/2022 EFT 018812 COMTRONIX COMMUNICATIONS 700.00 329889 04/27/2022 EFT 015486 CONSOLIDATED ELECTRICAL D 6,900.29 329890 04/27/2022 EFT 000662 THE COUNSELING TEAM INTER 950.00 329891 04/27/2022 EFT 014883 LMG NATIONAL PUBLISHING, 3,517.35 329892 04/27/2022 EFT 007554 DAVIS, JOSHUA 129.62
329893 04/27/2022 EFT 000743 DELL MARKETING L.P. 69,626.72 329894 04/27/2022 EFT 010282 DELTA DENTAL INSURANCE CO 4,139.86 329895 04/27/2022 EFT 009492 DELTA DENTAL OF CALIFORNI 28,358.87 329896 04/27/2022 EFT 022345 DIAMOND ENVIRONMENTAL SER 288.07 329897 04/27/2022 EFT 009691 BOB FAMILY ENTERPRISES, I 293.55 329898 04/27/2022 EFT 012458 EDWARDS, BRETT 1,125.00
329900 04/27/2022 EFT 019731 EL DORADO BROADCASTERS LL 595.00 329901 04/27/2022 EFT 022789 ERS INDUSTRIAL SERVICES, 15,440.00 329902 04/27/2022 EFT 015760 FASTENAL COMPANY 439.91
329903 04/27/2022 EFT 017560 FERGUSON WATERWORKS 5,912.23 329904 04/27/2022 EFT 001829 FINDAWAY WORLD, LLC 466.19 329905 04/27/2022 EFT 016134 FRONTIER COMMUNICATIONS C 46.09 329906 04/27/2022 EFT 003960 CENGAGE LEARNING, INC. 160.39 329907 04/27/2022 EFT 001740 G.A. OSBORNE PIPE-SUPPLY 241.59 329908 04/27/2022 EFT 001076 GRAINGER 200.08
329909 04/27/2022 EFT 001104 HAAKER EQUIPMENT CO. 2,022.57 329910 04/27/2022 EFT 018938 HARRIS & ASSOCIATES, INC. 5,055.00 329911 04/27/2022 EFT 016933 HEARD'S INVESTIGATIONS & 175.00 329912 04/27/2022 EFT 018574 HITACHI ENERGY USA, INC. 66,185.25 329913 04/27/2022 EFT 010777 ICONIX WATERWORKS (US) IN 2,553.36 329914 04/27/2022 EFT 020333 THE ILLUMINATION FOUNDATI 158,015.57 329915 04/27/2022 EFT 007512 IMPERIAL SPRINKLER SUPPLY 101.34 329916 04/27/2022 EFT 018048 INDUSTRIAL CLERICAL RECRU 2,487.84 329917 04/27/2022 EFT 024922 INFOSEND, INC 2,470.49
329918 04/27/2022 EFT 000696 L.N. CURTIS & SONS 9,656.66 329919 04/27/2022 EFT 002727 VASQUEZ, LINDA J. 32.01
329920 04/27/2022 EFT 022565 MIDWEST TAPE, LLC 116.55
329921 04/27/2022 EFT 016352 MONTGOMERY, ROGER 175.00
329922 04/27/2022 EFT 017470 MRC SMART TECHNOLOGY SOLU 152.44 329923 04/27/2022 EFT 016376 SHEPARD, MARSHALL 14,968.00 329924 04/27/2022 EFT 008568 NBS GOVERNMENT FINANCE GR 4,671.25 329925 04/27/2022 EFT 028462 NINYO & MOORE GEOTECHNICA 25,530.87 329926 04/27/2022 EFT 001789 PARKHOUSE TIRE, INC. 645.52 329927 04/27/2022 EFT 007694 PR DIAMOND PRODUCTS, INC. 1,560.00

CITY OF VICTORVILLE
Report generated: 05/04/2022 16:09 Page 2User:

Program ID:
hguzman
apchkrcn
CHECK # CHECK DATE TYPE VENDOR NAME UNCLEARED CLEARED BATCH CLEAR DATE

AP CHECK RECONCILIATION REGISTER
FOR CASH ACCOUNT: 000 11100 FOR: Uncleared
329928 04/27/2022 EFT 001886 PRUDENTIAL OVERALL SUPPLY 633.61 329929 04/27/2022 EFT 024930 REFRIGERATION SUPPLIES DI 96.64 329930 04/27/2022 EFT 028036 RODGERS, CHAD 351.00
329931 04/27/2022 EFT 001988 ROSENOW SPEVACEK GROUP 1,333.75 329932 04/27/2022 EFT 020884 SALAS, JEREMY 1,750.00
329933 04/27/2022 EFT 002037 SAN BERNARDINO COUNTY 4,603,261.74 329934 04/27/2022 EFT 017661 SCHARDIJN, LISA 684.00
329935 04/27/2022 EFT 015670 SCORPION FIRE PROTECTION, 3,998.58 329936 04/27/2022 EFT 002123 SHERWIN WILLIAMS COMPANY 404.78 329938 04/27/2022 EFT 002936 SONSRAY MACHINERY LLC 504.78 329939 04/27/2022 EFT 002252 STOVER SEED COMPANY 1,308.19 329940 04/27/2022 EFT 018368 TARGETSOLUTIONS LEARNING, 2,521.65 329941 04/27/2022 EFT 019701 TIME WARNER CABLE LLC 2,375.00 329942 04/27/2022 EFT 017269 TOWN & COUNTRY TIRE INC 430.88 329943 04/27/2022 EFT 003089 UNITED RENTALS, INC. 193.79 329944 04/27/2022 EFT 014536 UNITED SITE SERVICES OF C 588.92 329945 04/27/2022 EFT 000095 UNIVAR SOLUTIONS USA INC. 4,454.15 329946 04/27/2022 EFT 013356 VALLEYWIDE NEWSPAPERS LLC 147.00 329947 04/27/2022 EFT 015079 VERIZON WIRELESS SERVICES 3,009.27 329948 04/27/2022 EFT 008430 CALMAT COMPANY 1,058.96
329949 04/27/2022 EFT 002862 V.V. TOW, INC. 98.00
329950 04/27/2022 EFT 002498 VICTOR VALLEY WASTEWATER 21,467.33 329951 04/27/2022 EFT 011361 WALTERS WHOLESALE ELECTRI 691.10 329952 04/27/2022 EFT 002554 WAXIE SANITARY SUPPLY 3,790.52 329953 04/27/2022 EFT 005698 WEST COAST ARBORISTS INC. 2,100.00 329954 04/27/2022 EFT 022033 WOODARD & CURRAN, INC. 512,049.21 329955 04/27/2022 EFT 018845 Z GLOBAL INC. 24,397.94
329956 04/27/2022 EFT 014212 ALDERETE, EVONIA 337.24
329957 04/27/2022 EFT 011930 ANDERSON, PAMELA K 323.78
329958 04/27/2022 EFT 019717 ARROYO, JOANN 178.80
329959 04/27/2022 EFT 022271 ASHTON, STEVE 735.31
329960 04/27/2022 EFT 004941 BATES, CAROLEE 588.16
329961 04/27/2022 EFT 003638 BECERRA, ELIZABETH 687.80
329962 04/27/2022 EFT 012054 BECKER, JOHN R 198.25
329963 04/27/2022 EFT 014654 BEVILACQUA, ANTHONY 803.01 329964 04/27/2022 EFT 011916 BIER, MICHAEL 304.78
329965 04/27/2022 EFT 018689 BORROWMAN, STEVEN H. 603.86 329966 04/27/2022 EFT 012066 BROWN, MARTY R 337.24
329967 04/27/2022 EFT 012044 BURCHAK, GLORIA J 301.26
329968 04/27/2022 EFT 011926 BUSH, YVONNE 265.55
329969 04/27/2022 EFT 012056 CALDWELL, TERRY E 183.33
329970 04/27/2022 EFT 001114 CAMELI-STEVENS, LORAINE 158.02 329971 04/27/2022 EFT 003218 CARBAJAL, STEVEN 622.39
329972 04/27/2022 EFT 025314 CASTRO, MELISSA 675.08
329973 04/27/2022 EFT 003645 CATHCART, MICHAEL 566.35
329974 04/27/2022 EFT 008111 COLLINS, KEVIN 386.97
329975 04/27/2022 EFT 011935 COSTELLO, JOSE 110.51
329976 04/27/2022 EFT 011934 COX, JAMES L 265.55
329977 04/27/2022 EFT 012064 COY, MICHAEL 87.85
329978 04/27/2022 EFT 012069 DEZWART, AMY LYN 301.26
329979 04/27/2022 EFT 006095 DIAZ, JANET 502.26
329980 04/27/2022 EFT 019734 DORAN, WILLIAM J. III 243.08

CITY OF VICTORVILLE
Report generated: 05/04/2022 16:09 Page 3User:

Program ID:
hguzman
apchkrcn
CHECK # CHECK DATE TYPE VENDOR NAME UNCLEARED CLEARED BATCH CLEAR DATE

AP CHECK RECONCILIATION REGISTER
FOR CASH ACCOUNT: 000 11100 FOR: Uncleared
329981 04/27/2022 EFT 009544 FALZONE, RICHARD 59.52
329982 04/27/2022 EFT 012046 FITZSIMMONS, RALPH L 50.79 329983 04/27/2022 EFT 012062 FLORES, CYNTHIA D 161.28
329984 04/27/2022 EFT 011940 GARCIA, VINCENT J 720.26
329985 04/27/2022 EFT 011909 GARLAND, SHEILA D 238.83
329986 04/27/2022 EFT 012063 HARBOUR, RAYMOND LEE 831.26 329987 04/27/2022 EFT 015665 HELDRETH, GREGORY 818.67
329988 04/27/2022 EFT 012052 HINOJOS, JANICE A 249.95
329989 04/27/2022 EFT 011677 HOLLAND, KELLEY 243.50
329990 04/27/2022 EFT 012050 JARRETT, JENNIE L 301.26
329991 04/27/2022 EFT 022215 KARRES, RONALD J. 257.09
329992 04/27/2022 EFT 012049 KUHLMANN, EULEMA 102.63
329993 04/27/2022 EFT 014183 LAURIE, BERNEE 409.97
329994 04/27/2022 EFT 012061 LAWSON, JAMES 702.97
329995 04/27/2022 EFT 012047 LEEF, DAVID 183.33
329996 04/27/2022 EFT 009048 LUDWIG, TRACY 481.68
329997 04/27/2022 EFT 019051 LUTHER, KARLA 243.50
329998 04/27/2022 EFT 012060 MADDOX, JONNIE F 337.24
329999 04/27/2022 EFT 011919 MARTINEZ, BASILIO 803.01
330000 04/27/2022 EFT 019440 MCCORMICK, DONNA 661.62
330001 04/27/2022 EFT 014184 MCGINN, JOHN 511.79
330002 04/27/2022 EFT 011918 MCGLADE, JOHN A 161.58
330003 04/27/2022 EFT 004588 MCGOWAN, CHERYL 244.37
330004 04/27/2022 EFT 003603 MCMURTRY, DANIEL 616.98
330005 04/27/2022 EFT 011913 MILLENDER, FRANCENE J 495.14 330006 04/27/2022 EFT 004745 MILLER, BRUCE 315.19
330007 04/27/2022 EFT 011917 MORSE, RENEE 323.78
330008 04/27/2022 EFT 012070 MOSHER, ADELE 74.58
330009 04/27/2022 EFT 012426 MULLINS, DENNIS M. 225.77
330010 04/27/2022 EFT 012065 NEWELL, CAROLYN 719.18
330011 04/27/2022 EFT 003200 O'DELL, DARRELL 477.87
330012 04/27/2022 EFT 013672 OGILVIE-HARPER, MARQUITA 220.72 330013 04/27/2022 EFT 012697 OROS, DWAYNE E. 675.08
330014 04/27/2022 EFT 012057 PATTERSON, ADAIR MARIE 323.78 330015 04/27/2022 EFT 011914 PETERSON, ROGER 152.11
330016 04/27/2022 EFT 022185 PIEPER, WADE 675.08
330017 04/27/2022 EFT 020717 PRUEITT, CORINNE 661.62
330018 04/27/2022 EFT 020716 PRUEITT, DAVID 661.62
330019 04/27/2022 EFT 011910 RAMIREZ, DIANA M 4.89
330020 04/27/2022 EFT 018894 RANDALL, DAVID L. 521.17
330021 04/27/2022 EFT 011920 RANKIN, SHARON 261.02
330022 04/27/2022 EFT 013209 RANKIN, TIMOTHY 471.39
330023 04/27/2022 EFT 020907 RODRIGUEZ, ANGELA 514.18
330024 04/27/2022 EFT 014496 RODRIGUEZ, LOUIE 616.98
330025 04/27/2022 EFT 017345 RUSSO, MARILEE 365.70
330026 04/27/2022 EFT 003583 RUSSO, VINCE 519.39
330027 04/27/2022 EFT 014493 SALAS, GLENN 279.68
330028 04/27/2022 EFT 012045 SALBERG, RAYMOND A 17.58
330029 04/27/2022 EFT 011929 SALINAS SR., XAVIER S 178.26 330030 04/27/2022 EFT 017488 SCHROEDER, KAY D. 265.55
330031 04/27/2022 EFT 014082 SMITH, ARNOLD 106.57
330032 04/27/2022 EFT 011931 SONGER FAMILY SURVIVAL TR 337.24

CITY OF VICTORVILLE
Report generated: 05/04/2022 16:09 Page 4User:

Program ID:
hguzman
apchkrcn
CHECK # CHECK DATE TYPE VENDOR NAME UNCLEARED CLEARED BATCH CLEAR DATE

AP CHECK RECONCILIATION REGISTER
FOR CASH ACCOUNT: 000 11100 FOR: Uncleared
330033 04/27/2022 EFT 024654 SPARKS, DAVID J. 655.46
330034 04/27/2022 EFT 005559 ST. LOUIS, LINDA 930.94
330035 04/27/2022 EFT 018887 STONESIFER, ROBERT 102.63
330036 04/27/2022 EFT 021852 STONESIFER, BARRY 675.08
330037 04/27/2022 EFT 012949 STRATTON, DANIEL 495.14
330038 04/27/2022 EFT 012078 THOMASSON, PHILLIP 536.32
330039 04/27/2022 EFT 014806 WASSERMAN, REBECCA A 103.92 330040 04/27/2022 EFT 019160 WEAVER, STUART 419.17
330041 04/27/2022 EFT 011915 WHITE, JAMES M 337.24
330042 04/27/2022 EFT 011924 WILSON, BOBBY G 217.49
330043 04/27/2022 EFT 012048 WILSON, HELEN E 442.45
330044 04/27/2022 EFT 012958 WOLTERS, MARCELLA 414.20
330045 04/27/2022 EFT 012059 ZIZZI, WARREN J 565.27
330046 05/04/2022 EFT 000004 LITTLEFIELD, DAVID S. 2,675.00 330047 05/04/2022 EFT 019621 AGA ENGINEERS, INC. 12,735.00 330048 05/04/2022 EFT 014856 AGRI-CON HYDRAULICS 893.47 330049 05/04/2022 EFT 019363 ALL PROPEST CONTROL SERVI 65.00 330050 05/04/2022 EFT 001646 ALLSTAR FIRE EQUIPMENT 6,244.75 330051 05/04/2022 EFT 000144 AMERICAN GREEN DEVELOPERS 14,997.00 330052 05/04/2022 EFT 018562 BEST POWER EQUIPMENT, LLC 829.45 330053 05/04/2022 EFT 000205 ATLAS COPCO USA HOLDINGS 370.50 330054 05/04/2022 EFT 003075 BABCOCK LABORATORIES, INC 582.75 330055 05/04/2022 EFT 000297 BECK OIL, INC. 3,854.76
330056 05/04/2022 EFT 015877 BOOT BARN, INC. 694.05
330057 05/04/2022 EFT 010986 BRAUN BLAISING SMITH WYNN 1,104.28 330058 05/04/2022 EFT 014820 CAL-STATE AUTO PARTS 175.08 330059 05/04/2022 EFT 027067 COMPASS PEST MANAGEMENT I 50.00 330060 05/04/2022 EFT 017738 CONSOLIDATED FIRE AGENCIE 273,217.50 330061 05/04/2022 EFT 000677 CRAFCO, INC. 17,288.75
330062 05/04/2022 EFT 012505 DESERT ENVIRONMENTAL SERV 9,915.40 330063 05/04/2022 EFT 005295 DOKKEN ENGINEERING 16,793.34 330064 05/04/2022 EFT 011613 ECORP CONSULTING, INC. 1,280.00 330065 05/04/2022 EFT 000875 ENDURA STEEL, INC. 648.03
330066 05/04/2022 EFT 017560 FERGUSON ENTERPRISES, LLC 215.35 330067 05/04/2022 EFT 017560 FERGUSON WATERWORKS 4,039.76 330068 05/04/2022 EFT 016767 KALMIKOV ENTERPRISES, INC 2,406.27 330069 05/04/2022 EFT 011206 FLYERS ENERGY LLC 1,383.48 330070 05/04/2022 EFT 018275 FRANZ BOLOWICH D.O., INC. 3,250.00 330071 05/04/2022 EFT 016134 FRONTIER COMMUNICATIONS C 299.10 330072 05/04/2022 EFT 003960 CENGAGE LEARNING, INC. 127.99 330073 05/04/2022 EFT 001740 G.A. OSBORNE PIPE-SUPPLY 2,331.44 330074 05/04/2022 EFT 018175 GENERAL PUMP COMPANY, INC 26,326.03 330075 05/04/2022 EFT 016026 GEYSER EQUIPMENT, LLC 1,317.95 330077 05/04/2022 EFT 001063 GOODYEAR TIRE & RUBBER CO 3,163.21 330078 05/04/2022 EFT 001076 GRAINGER 4,376.54
330079 05/04/2022 EFT 003047 GRAVES & KING LLP 774.79
330080 05/04/2022 EFT 007081 SGM, INC. 114,332.49
330081 05/04/2022 EFT 001104 HAAKER EQUIPMENT CO. 2,803.01 330083 05/04/2022 EFT 010274 HD SUPPLY CONSTRUCTION SU 1,516.61 330084 05/04/2022 EFT 028225 HESPERIA OUTDOOR POWER EQ 1,055.67 330085 05/04/2022 EFT 000278 HI DESERT ALARM 1,200.00
330086 05/04/2022 EFT 008848 HI DESERT FIRE PROTECTION 939.40

CITY OF VICTORVILLE
Report generated: 05/04/2022 16:09 Page 5User:

Program ID:
hguzman
apchkrcn
CHECK # CHECK DATE TYPE VENDOR NAME UNCLEARED CLEARED BATCH CLEAR DATE

AP CHECK RECONCILIATION REGISTER
FOR CASH ACCOUNT: 000 11100 FOR: Uncleared
330087 05/04/2022 EFT 007512 IMPERIAL SPRINKLER SUPPLY 6,946.94 330088 05/04/2022 EFT 024922 INFOSEND, INC 7,117.25
330090 05/04/2022 EFT 014884 LAYNE CHRISTENSEN COMPANY 86,268.77 330091 05/04/2022 EFT 016352 MONTGOMERY, ROGER 50.00
330092 05/04/2022 EFT 014011 MYERS AND SONS HI-WAY SAF 18,550.25 330093 05/04/2022 EFT 009644 NORTHERN SAFETY COMPANY I 219.89 330094 05/04/2022 EFT 028213 O'REILLY AUTO PARTS 437.99 330095 05/04/2022 EFT 001789 PARKHOUSE TIRE, INC. 169.83 330096 05/04/2022 EFT 013165 PETE'S ROAD SERVICE 978.24 330097 05/04/2022 EFT 001886 PRUDENTIAL OVERALL SUPPLY 645.64 330098 05/04/2022 EFT 019063 QUADIENT, INC. 2,282.10
330099 05/04/2022 EFT 024930 REFRIGERATION SUPPLIES DI 225.54 330100 05/04/2022 EFT 012308 ROADPOST USA ,INC. 119.48
330101 05/04/2022 EFT 017604 SAFELITE FULFILLMENT, INC 541.26 330102 05/04/2022 EFT 020884 SALAS, JEREMY 525.00
330103 05/04/2022 EFT 002063 SBC FIRE DEPARTMENT 2,274.00 330104 05/04/2022 EFT 007006 SAN BERNARDINO SEXUAL ASS 14,628.04 330105 05/04/2022 EFT 002123 SHERWIN WILLIAMS COMPANY 1,496.44 330106 05/04/2022 EFT 020203 SKANSKA USA CIVIL WEST CA 646,671.49 330107 05/04/2022 EFT 002936 SONSRAY MACHINERY LLC 2,646.32 330108 05/04/2022 EFT 005712 SOUTHERN COUNTIES OIL CO. 61,174.72 330109 05/04/2022 EFT 016307 STOUT, FREDERICK 55.48
330110 05/04/2022 EFT 018883 MOMAR, INC. 649.78
330111 05/04/2022 EFT 017117 TORRES, CARLOS 320.00
330112 05/04/2022 EFT 017269 TOWN & COUNTRY TIRE INC 647.43 330113 05/04/2022 EFT 022839 TRIMARK ASSOCIATES, INC. 5,807.16 330114 05/04/2022 EFT 029118 UNITED ROTARY BRUSH CORPO 585.59 330115 05/04/2022 EFT 014536 UNITED SITE SERVICES OF C 207.91 330116 05/04/2022 EFT 027706 HD SUPPLY FACILITIES MAIN 593.08 330117 05/04/2022 EFT 013356 VALLEYWIDE NEWSPAPERS LLC 56.00 330118 05/04/2022 EFT 015079 VERIZON WIRELESS SERVICES 158.00 330119 05/04/2022 EFT 013107 VICTOR VALLEY COMMUNITY S 6,247.04 330120 05/04/2022 EFT 008430 CALMAT COMPANY 218.36
330121 05/04/2022 EFT 002505 VICTORVILLE DISPOSAL, INC 940,714.53 330122 05/04/2022 EFT 002782 VICTOR VALLEY DOMESTIC VI 8,861.28 330123 05/04/2022 EFT 002862 V.V. TOW, INC. 67.00
330124 05/04/2022 EFT 002554 WAXIE SANITARY SUPPLY 1,903.73 330125 05/04/2022 EFT 022033 WOODARD & CURRAN, INC. 319,635.98 330126 05/04/2022 EFT 018845 Z GLOBAL INC. 26,432.95
785466 04/27/2022 PRINTED 010036 ADAPT CONSULTING, INC. 442.09 785467 04/27/2022 PRINTED 018004 AFLAC PREMIUM HOLDING 1,816.78 785468 04/27/2022 PRINTED 015507 UNIVERSAL PROTECTION SERV 25,460.73 785469 04/27/2022 PRINTED 014878 ALLTECH INDUSTRIES, INC 27,089.14 785470 04/27/2022 PRINTED 000290 BATTERY MART OF APPLE VAL 212.97 785471 04/27/2022 PRINTED 019571 MJ AUTO GLASS INC. 670.91 785472 04/27/2022 PRINTED 010670 BLUE SHIELD OF CALIFORNIA 9,041.52 785473 04/27/2022 PRINTED 017353 BOUND TREE MEDICAL, LLC 7,421.19 785474 04/27/2022 PRINTED 000380 BURRTEC WASTE INDUSTRIES 2,817.81 785475 04/27/2022 PRINTED 999975 CORNELIUS. BRITNEY 45.00 785476 04/27/2022 PRINTED 017562 STATE OF CALIFORNIA DEPT. 110.00 785477 04/27/2022 PRINTED 017562 STATE OF CALIFORNIA DEPT. 100.00 785478 04/27/2022 PRINTED 017562 STATE OF CALIFORNIA DEPT. 100.00

CITY OF VICTORVILLE
Report generated: 05/04/2022 16:09 Page 6User:

Program ID:
hguzman
apchkrcn
CHECK # CHECK DATE TYPE VENDOR NAME UNCLEARED CLEARED BATCH CLEAR DATE

AP CHECK RECONCILIATION REGISTER
FOR CASH ACCOUNT: 000 11100 FOR: Uncleared
785479 04/27/2022 PRINTED 002935 CALIFORNIA WATERSHED ENGI 37,728.25 785480 04/27/2022 PRINTED 020633 CASPER, SARAH 305.07
785481 04/27/2022 PRINTED 028287 CASTELLON, STEPHANIE 50.00 785482 04/27/2022 PRINTED 029856 CELLEBRITE USA, INC. 5,307.00 785483 04/27/2022 PRINTED 014359 CIVILTEC ENGINEERING, INC 1,954.09 785484 04/27/2022 PRINTED 011084 COMMERCIAL TRANSPORTATION 477.00 785485 04/27/2022 PRINTED 000607 COMPETITIVE DOOR & FINISH 1,301.16 785486 04/27/2022 PRINTED 021022 HOME EC, INC. 39,971.00 785487 04/27/2022 PRINTED 015518 WESTERN FIRE CHIEFS ASSOC 405.00 785488 04/27/2022 PRINTED 010687 HONG, JAMES 1,327.48
785489 04/27/2022 PRINTED 020623 DIVERSIFIED GLASS, INC. 733.00 785490 04/27/2022 PRINTED 015258 FITZGERALD-GUTIERREZ, JEN 120.00 785491 04/27/2022 PRINTED 021118 GOLDEN BELL PRODUCTS 40,992.00 785492 04/27/2022 PRINTED 020634 GONZALEZ, JESUS 95.00
785493 04/27/2022 PRINTED 020022 THE GREATER HIGH DESERT C 500.00 785494 04/27/2022 PRINTED 024914 HALL, JOHN W. 220.00
785495 04/27/2022 PRINTED 017053 HIGH DESERT LOCK & SAFE, 368.93 785496 04/27/2022 PRINTED 021072 HOME SOURCE REAL ESTATE S 500.00 785497 04/27/2022 PRINTED 022301 ID WHOLESALER 403.47
785498 04/27/2022 PRINTED 027317 INDUSTRIAL MEDICAL SERVIC 1,320.00 785499 04/27/2022 PRINTED 021021 GPS VEHICLE TRACKING SOLU 9,867.30 785500 04/27/2022 PRINTED 021069 IRVING, LESLIE 285.17
785501 04/27/2022 PRINTED 016329 JANSSON, ELYSE 88.81
785502 04/27/2022 PRINTED 016932 OMEGA FIRE, INC. 859.13 785503 04/27/2022 PRINTED 007233 KOVATCH MOBILE EQUIPMENT 4,268.72 785504 04/27/2022 PRINTED 020913 LAMAS, WILLIAM 38.00
785505 04/27/2022 PRINTED 004590 LEGACY HOMES 11,088.00 785506 04/27/2022 PRINTED 020477 LIFE-ASSIST, INC. 588.81 785507 04/27/2022 PRINTED 017054 LOOPNET, INC. 576.00
785508 04/27/2022 PRINTED 999985 MUNIZ, MARTHA 340.00
785509 04/27/2022 PRINTED 007984 MEDINA, JOEY 107.73
785510 04/27/2022 PRINTED 019193 MERRELL ENGINEERING COMPA 3,890.00 785511 04/27/2022 PRINTED 027873 MILLARD, SCOTT R. 360.00 785512 04/27/2022 PRINTED 001592 MOBILE OCCUPATIONAL SERVI 135.00 785513 04/27/2022 PRINTED 019967 MOJAVE AUTO COLLISION 38,753.44 785514 04/27/2022 PRINTED 027847 MOJAVE DESERT & MTN INTEG 55,840.88 785515 04/27/2022 PRINTED 020944 MOORE INDUSTRIES-INTERNA 1,357.96 785516 04/27/2022 PRINTED 001648 NAPA AUTO PARTS 6,679.09 785517 04/27/2022 PRINTED 018455 OWENBY, MATTHEW PAUL 330.00 785518 04/27/2022 PRINTED 016198 RETAIL MARKETING SERVICES 1,265.00 785519 04/27/2022 PRINTED 017036 RIVERS & LANDS CONSERVANC 2,162.57 785520 04/27/2022 PRINTED 003150 ROBERTSON'S 1,539.60
785521 04/27/2022 PRINTED 002746 ROTO ROOTER PLUMBERS 17,872.00 785522 04/27/2022 PRINTED 999991 SANCHEZ, DONNY 200.00
785523 04/27/2022 PRINTED 999991 SUNDEEN, DESIREE 58.00 785524 04/27/2022 PRINTED 002037 SAN BERNARDINO COUNTY 543.80 785525 04/27/2022 PRINTED 002071 SAN BERNARDINO CO SOLID W 281,466.32 785526 04/27/2022 PRINTED 018370 SITEONE LANDSCAPE SUPPLY 1,714.77 785527 04/27/2022 PRINTED 018884 FIRST STREET PARENT, INC. 117.04 785528 04/27/2022 PRINTED 002188 SOUTHERN CALIFORNIA EDISO 159,896.73 785529 04/27/2022 PRINTED 002188 SOUTHERN CALIFORNIA EDISO 20,425.48 785530 04/27/2022 PRINTED 020284 SOCAL PPE, LLC 271.88

CITY OF VICTORVILLE
Report generated: 05/04/2022 16:09 Page 7User:

Program ID:
hguzman
apchkrcn
CHECK # CHECK DATE TYPE VENDOR NAME UNCLEARED CLEARED BATCH CLEAR DATE

AP CHECK RECONCILIATION REGISTER
FOR CASH ACCOUNT: 000 11100 FOR: Uncleared
785531 04/27/2022 PRINTED 004812 STERICYCLE INC. 1,117.44 785532 04/27/2022 PRINTED 002269 SUNLAND FORD 784.18
785533 04/27/2022 PRINTED 015163 SYNOVIA SOLUTIONS LLC 920.00 785534 04/27/2022 PRINTED 021076 TORRES, FLORES BRAYAN A. 70.00 785535 04/27/2022 PRINTED 019949 TURNOUT MAINTENANCE CO., 1,566.50 785536 04/27/2022 PRINTED 016520 UNITED STATES CUSTOMS AND 1.52 785537 04/27/2022 PRINTED 018932 VIGILANT SOLUTIONS, LLC 23,558.33 785538 04/27/2022 PRINTED 008572 VILLAGOMEZ, MARIA 55.44 785539 04/27/2022 PRINTED 005896 VICTOR VALLEY HAND CAR WA 158.90 785540 04/27/2022 PRINTED 006411 CITY OF VICTORVILLE 5,489.45 785541 04/27/2022 PRINTED 029510 WEST END MATERIAL SUPPLY 10.05 785542 04/27/2022 PRINTED 011613 ECORP CONSULTING, INC. 5,580.20 785543 04/27/2022 PRINTED 018844 SMARTSHEET INC. 13,750.00 785544 04/27/2022 PRINTED 013671 WEBB, WILLIAM C 326.47 785545 04/27/2022 PRINTED 021087 BELTRAN, BRENDA MELISSA 91.14 785546 04/27/2022 PRINTED 021088 CHICAGO TITLE CO 322.70 785547 04/27/2022 PRINTED 021081 CORONEL, EVA T 34.87
785548 04/27/2022 PRINTED 021095 DOOLITTLE, WILLIAM 53.96 785549 04/27/2022 PRINTED 021093 FIDELITY NATIONAL TITLE 53.21 785550 04/27/2022 PRINTED 021091 FIRST AMERICAN TITLE CO 454.96 785551 04/27/2022 PRINTED 021080 FROMM, NORBERT 80.92
785552 04/27/2022 PRINTED 021086 JENQ, CHUNG 10.78
785553 04/27/2022 PRINTED 021092 LAWYERS TITLE CO 111.78 785554 04/27/2022 PRINTED 020891 OPENDOOR LABS INC 23.84 785555 04/27/2022 PRINTED 021094 ORANGE COAST TITLE CO 65.40 785556 04/27/2022 PRINTED 021089 PACIFIC COAST TITLE CO 65.94 785557 04/27/2022 PRINTED 021084 PADILLA, JOSHUA 57.37
785558 04/27/2022 PRINTED 021085 PARK, HAE SOOK 16.89
785559 04/27/2022 PRINTED 021083 SUAREZ, MONICA 34.20
785560 04/27/2022 PRINTED 021082 TER-MINASYAN, SARKIS 27.02 785561 04/27/2022 PRINTED 021090 WFG TITLE CO 60.24
785562 04/28/2022 PRINTED 017666 4 SEASONS ROOFING, INC 359,290.00 785563 04/28/2022 PRINTED 999973 AIKON INVESTMENT CO. LLC 12,000.00 785564 05/04/2022 PRINTED 999973 ACEVEDO, MARYLOU 200.00 785565 05/04/2022 PRINTED 024821 ALPHA OMEGA SEPTIC SERVIC 15,835.76 785566 05/04/2022 PRINTED 000191 APPLIED INDUSTRIAL TECH 68.98 785567 05/04/2022 PRINTED 017048 ARAMBURO, JESSE 1,435.00 785568 05/04/2022 PRINTED 017353 BOUND TREE MEDICAL, LLC 11,744.76 785569 05/04/2022 PRINTED 002467 BRADCO HIGH DESERT REPORT 70,893.09 785570 05/04/2022 PRINTED 000256 BSN SPORTS, INC. 848.99 785571 05/04/2022 PRINTED 006866 CAL STRIPE, INC. 174,138.35 785572 05/04/2022 PRINTED 001162 CAZCOM, INC. 550.91
785573 05/04/2022 PRINTED 000155 CENTURY LINK 433.93
785574 05/04/2022 PRINTED 019955 CLIFTONLARSONALLEN LLP 11,600.00 785575 05/04/2022 PRINTED 003827 LAMOR RES INC. 1,000.00 785576 05/04/2022 PRINTED 011084 COMMERCIAL TRANSPORTATION 477.00 785577 05/04/2022 PRINTED 020761 CONCORD UTILITY SERVICES 3,812.11 785578 05/04/2022 PRINTED 014721 CORE & MAIN LP 3,327.60 785579 05/04/2022 PRINTED 020754 CULLUM, STUART 144.17
785580 05/04/2022 PRINTED 002752 D & H WATER SYSTEMS 116.46 785581 05/04/2022 PRINTED 020448 D'ALESIO, DEAN 1,457.03 785582 05/04/2022 PRINTED 006331 DELAFIELD CORP 186.12

CITY OF VICTORVILLE
Report generated: 05/04/2022 16:09 Page 8User:

Program ID:
hguzman
apchkrcn
CHECK # CHECK DATE TYPE VENDOR NAME UNCLEARED CLEARED BATCH CLEAR DATE

AP CHECK RECONCILIATION REGISTER
FOR CASH ACCOUNT: 000 11100 FOR: Uncleared
785583 05/04/2022 PRINTED 010687 HONG, JAMES 549.53
785584 05/04/2022 PRINTED 014737 DITCH WITCH WEST 3,790.21 785585 05/04/2022 PRINTED 018020 DIXON PEST CONTROL, INC. 1,005.00 785586 05/04/2022 PRINTED 000133 DMC-DOCUMENT & MIRCROFILM 143.49 785587 05/04/2022 PRINTED 016744 FAMILY ASSISTANCE PROGRAM 816.86 785588 05/04/2022 PRINTED 002607 FAUST MEDIA SERVICES, LLC 409.99 785589 05/04/2022 PRINTED 000975 FRANKLIN TRUCK PARTS, INC 537.62 785590 05/04/2022 PRINTED 020947 HALE, DARRELL J.R 252.00 785591 05/04/2022 PRINTED 025408 THE HARTFORD - PRIORITY A 660.25 785592 05/04/2022 PRINTED 025408 THE HARTFORD - PRIORITY A 43,268.23 785593 05/04/2022 PRINTED 017053 HIGH DESERT LOCK & SAFE, 274.22 785594 05/04/2022 PRINTED 001155 HESPERIA HOSE SUPPLY 156.29 785595 05/04/2022 PRINTED 001229 HOWARDS MUFFLER SERVICE, 1,024.25 785596 05/04/2022 PRINTED 017074 HOWER, KENNETH 145.50
785597 05/04/2022 PRINTED 015252 HYDRO ENGINEERING, INC. 3,502.64 785598 05/04/2022 PRINTED 020667 CONDON, JOSEPH 1,205.00 785599 05/04/2022 PRINTED 015165 JUAT, JAN JORDY MATIAS 144.00 785600 05/04/2022 PRINTED 020596 KECSKES, JEFFREY 50.00 785601 05/04/2022 PRINTED 028879 KOA CORPORATION 23,487.50 785602 05/04/2022 PRINTED 018875 KONICA MINOLTA BUSINESS S 591.76 785603 05/04/2022 PRINTED 999984 LIPP, ERIC 100.00
785604 05/04/2022 PRINTED 020906 LEGENDARY FIRE SYSTEMS, I 4,495.00 785605 05/04/2022 PRINTED 022774 LIEBERT CASSIDY WHITMORE 2,890.00 785606 05/04/2022 PRINTED 004292 LU'S LIGHTHOUSE 873.78 785607 05/04/2022 PRINTED 020688 MARTINEZ, ANTHONY J. 60.00 785608 05/04/2022 PRINTED 010895 MCKESSON MEDICAL SURGICAL 3,533.67 785609 05/04/2022 PRINTED 020751 MCPHERSON, MALLORY 157.07 785610 05/04/2022 PRINTED 016208 MOTOROLA SOLUTIONS, INC 19,256.43 785611 05/04/2022 PRINTED 001648 NAPA AUTO PARTS 1,533.46 785612 05/04/2022 PRINTED 001711 OFFICEMAX NORTH AMERICA 91.81 785613 05/04/2022 PRINTED 015663 PADILLA & ASSOCIATES, INC 780.00 785614 05/04/2022 PRINTED 018519 PARSONS TRANSPORTATION GR 163,646.76 785615 05/04/2022 PRINTED 009123 PATTON SALES CORP. 455.43 785616 05/04/2022 PRINTED 011466 RANGE VEHICLE CENTER INC. 375.98 785617 05/04/2022 PRINTED 017865 REA, LUIS 85.00
785618 05/04/2022 PRINTED 002746 ROTO ROOTER PLUMBERS 212.75 785619 05/04/2022 PRINTED 020985 KAMAN INDUSTRIAL TECHNOLO 640.70 785620 05/04/2022 PRINTED 017749 HARDER, WILLIAM H III 881.97 785621 05/04/2022 PRINTED 020899 RUSH TRUCK CENTERS OF CAL 955.55 785622 05/04/2022 PRINTED 002037 SAN BERNARDINO COUNTY 2,100.00 785623 05/04/2022 PRINTED 002037 SAN BERNARDINO COUNTY 253.68 785624 05/04/2022 PRINTED 018370 SITEONE LANDSCAPE SUPPLY 4,851.82 785625 05/04/2022 PRINTED 002188 SOUTHERN CALIFORNIA EDISO 49,746.07 785626 05/04/2022 PRINTED 002188 SOUTHERN CALIFORNIA EDISO 165,964.08 785627 05/04/2022 PRINTED 017936 STAPLES INC 423.76
785628 05/04/2022 PRINTED 002269 SUNLAND FORD 50.12
785629 05/04/2022 PRINTED 002204 SOUTHWEST GAS CORPORATION 25,107.30 785630 05/04/2022 PRINTED 015163 SYNOVIA SOLUTIONS LLC 160.00 785631 05/04/2022 PRINTED 002323 TERRYCABLE INC. 70.69
785632 05/04/2022 PRINTED 022188 UNITED WATER WORKS, INC. 20,243.16 785633 05/04/2022 PRINTED 017862 SOARES AUTOMOTIVE INC. 443.98 785634 05/04/2022 PRINTED 020762 OREMOR OF VICTORVILLE, LL 104,451.98

CITY OF VICTORVILLE
Report generated: 05/04/2022 16:09 Page 9User:

Program ID:
hguzman
apchkrcn
CHECK # CHECK DATE TYPE VENDOR NAME UNCLEARED CLEARED BATCH CLEAR DATE

AP CHECK RECONCILIATION REGISTER
FOR CASH ACCOUNT: 000 11100 FOR: Uncleared
785635 05/04/2022 PRINTED 020762 OREMOR OF VICTORVILLE, LL 94,627.50 785636 05/04/2022 PRINTED 029510 WEST END MATERIAL SUPPLY 537.42 785637 05/04/2022 PRINTED 020881 GOMEZ, NELSON 100.00
785638 05/04/2022 PRINTED 002809 HIGH DESERT HOMELESS SERV 7,500.00 785639 05/04/2022 PRINTED 016775 INTERWEST CONSULTING GROU 21,967.50 785640 05/04/2022 PRINTED 021104 BEREZA, BORIS 60.69
785641 05/04/2022 PRINTED 014486 BOGNER FAMILY TRUST 17.11 785642 05/04/2022 PRINTED 016159 FRONTIER COMMUNITIES 71.97 785643 05/04/2022 PRINTED 020916 KB HOME COASTAL INC 38.76 785644 05/04/2022 PRINTED 021101 OH, HYE KYUNG 85.01
785645 05/04/2022 PRINTED 021103 OPEN DOOR PROPERTY J LLC 16.79 785646 05/04/2022 PRINTED 020350 OPENDOOR LABS INC 32.76 785647 05/04/2022 PRINTED 021102 ROMO, MARIA I. 45.55
785648 05/04/2022 PRINTED 021105 TICOR TITLE CO 108.15
785649 05/04/2022 PRINTED 000750 VICTORVILLE 115, LP 45.70 785650 05/04/2022 PRINTED 021106 WFG NATIONAL TITLE CO 209.11 432 CHECKS CASH ACCOUNT TOTAL 10,815,861.84 .00
Wires Initiated Through Wells Fargo Bank

DATE OF

WIRE ACCOUNT NAME DESCRIPTION AMOUNT WELLS FARGO BANK CONF #
04/26/22 BNP Paribas New York 5 Yr direct pay LOC - 2/1/22 - 4/30/22 $ 126,685.63 CHIPS:0233091/001276/001276 04/28/22 Stewart Title Guaranty Company Escrow File 22000480480-DeVries Trust $ 25,000.00 TRN:220427211111 04/28/22 Stewart Title Guaranty Company Escrow File 22000480481-Soppeland Rev Trust $ 5,000.00 TRN:220427211125 04/29/22 BNY - VJPFA 2007A Principal & Interest Debt Service due 5/1/22 $ 1,309,594.08 Total: $ 1,466,279.71
Item Number: 12
City Council / Board of Directors
Consent Calendar
Meeting of: May 17, 2022
Submitted By:

Scott Webb, City Planner

Subject:

General Plan and Housing Element Annual Progress Reports Recommendation:

Receive and file the 2021 General Plan Annual Progress Report and the 2021 Housing Element Annual Progress Report (APR).

Fiscal Impact:

The APR submittals satisfy reporting requirements to the California Department of Housing and Community Development as well as the Office of Planning and Research, thereby maintaining eligibility status for certain State Grants, including Housing Grants.

Background:

California Government Code Section 65300 requires each city and county to adopt a general plan for the physical development of the jurisdiction. The City of Victorville General Plan establishes a vision for the City’s long-term growth and enhancement and provides strategies and implementable actions to achieve this vision. State law requires that general plans include seven elements which must cover the following topics: Land Use, Circulation, Housing, Safety, Noise, Conservation, and Open Space.

The City of Victorville adopted its General Plan in 2008; the Housing Element was subsequently updated in 2014 and was recently updated again in January 2022. The City is also in the process of updating the Land Use Element and Safety Element as well as developing an Environmental Justice Element that are anticipated to be ready for approval by the City Council later this year.

Section 65400 of the California Government Code requires the City to prepare an Annual Progress Report (APR) addressing the status of the General Plan and progress made toward implementing its goals and policies, including the City’s progress in meeting its 2 5
9 1
share of regional housing needs. The APR is usually structured as two reports: one for the General Plan as a whole and one focusing on the Housing Element.

The APRs must be submitted annually to the Governor’s Office of Planning and Research (OPR) and the State Department of Housing and Community Development (HCD) by April

1. OPR and HCD do not require approval of the APRs by the local legislative body prior to submission. To meet the State deadline, the City submitted the APRs prior to the current City Council meeting on March 31, 2022. The 2021 General Plan Annual Progress Report, and the 2021 Housing Element APR, in HCD approved format, are attached for City Council to receive and file.

Discussion:

The General Plan APR (Attachment A) provides the City Council and the public the status of how the City is achieving its various General Plan Goals and Policies set forth within the General Plan and its Elements. Section 2 of this report details each of the Goals and the annual progress made within the required seven Elements. Section 3 of the General Plan APR provides information on annual development activity as well as capital improvements for 2021.

The Housing Element APR (Attachment B) focuses on the Housing Element of the General Plan and tracks annual housing applications, housing building activity, Regional Housing Needs Allocation (RHNA) progress as well as the status of the City’s Housing Element programs. This 2021 APR accounts for the final year of the previous Housing Element period that spanned from 2014-2021. Earlier this year, the City Council adopted and HCD certified a new Housing Element for the City of Victorville that will span the next eight years. A synopsis of the main points outlined in the various tables included in the 2021 Housing Element APR is provided as follows:

Table Description
A
Indicates a total of 1,009 housing unit applications were approved (e.g.

Tentative Tract Maps, Multi-family Residential, Accessory Dwelling Units, etc.).

A2 Indicates 606 units were completed (e.g. issued a Certificate of Occupancy).

D Provides an update on the City’s various housing programs.

As discussed in the General Plan & Housing Element APRs, the City continues to make progress in meeting the goals and implementing the policies outlined in the General Plan.

Attachments: Attachment A - 2021 General Plan Annual Progress Report Attachment B - 2021 Housing Element Annual Progress Report

CITY COUNCIL

ATTACHMENT A

2021 General Plan
Annual Progress Report

2021 Annual Progress Report
City of Victorville General Plan
March 2022: Revised April 2022

Alex Jauregui
City of Victorville
Development Department/Planning Division
14343 Civic Drive, PO Box 5001
Victorville, California 92392

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2021 Annual Progress Report i March 2022
City of Victorville General Plan
Table of Contents
Acronyms and Abbreviations ................................................................................................. iii Section 1 Introduction ........................................................................................................... 1

1.1 Purpose ......................................................................................................... 1

1.2 Housing Element Update ............................................................................... 2

1.3 Safety Element Update .................................................................................. 2

1.4 New Environmental Justice Element .............................................................. 2 Section 2 General Plan Overview ......................................................................................... 3

2.1 State General Plan Guidelines ....................................................................... 3

2.2 City of Victorville General Plan ....................................................................... 4

2.2.1 Land Use Element .............................................................................. 4

2.2.2 Circulation Element ............................................................................ 6

2.2.3 Housing Element ................................................................................ 7

2.2.4 Resource Element .............................................................................. 9

2.2.5 Noise Element .................................................................................. 12

2.2.6 Safety Element ................................................................................. 12 Section 3 Planning and Development Activities ............................................................... 15

3.1 Projects ........................................................................................................ 15

3.1.1 Discretionary Development Applications ........................................... 15

3.2 Capital Improvements Program .................................................................... 22

3.2.1 Roads ............................................................................................... 23

3.2.2 Water ................................................................................................ 24

3.2.3 Sewer ............................................................................................... 25

3.2.4 Parks ................................................................................................ 26

Tables
Table 1. City of Victorville General Plan Elements and Adoption Year ........................................ 1 Table 2. Victorville Regional Housing Needs Assessment Allocation .......................................... 8 Table 3. Summary of Discretionary Actions for 2021 ................................................................. 15 Table 5. Capital Improvement Projects Approved in 2021 ......................................................... 23 Table 6. Road Capital Improvement Projects Approved in 2021 ............................................... 23 Table 7. Water Capital Improvement Projects Approved in 2021 .............................................. 24 Table 8. Sewer Capital Improvement Projects Approved in 2021 .............................................. 25 Table 9. Parks Capital Improvement Projects Approved in 2021 ............................................... 26 2021 Annual Progress Report ii March 2022
City of Victorville General Plan

Appendices
Appendix A. City of Victorville General Plan Housing Element Annual Progress Report

2021 Annual Progress Report iii March 2022
City of Victorville General Plan
Acronyms and Abbreviations
ADU accessory dwelling unit
AMI area median income
APR Annual Progress Report
CAP Climate Action Plan
CGC California Government Code
City City of Victorville
GHG greenhouse gas
HCD California Department of Housing and Community Development OPR California Governor’s Office of Planning and Research PVC polyvinyl chloride
SCLA Southern California Logistics Airport Planning Area SFR single-family residential

2021 Annual Progress Report iv March 2022
City of Victorville General Plan

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Annual Progress Report 1 March 2022
City of Victorville General Plan
Section 1 Introduction

1.1 Purpose
The purpose of this Annual Progress Report (APR) is to fulfill the requirements of California Government Code (CGC), Section 65400(a), on the implementation status of the General Plan of the City of Victorville (City). The APR also informs the public of the progress toward meeting the community’s goals. CGC Section 65400(a), requires that cities and counties “investigate and make recommendations to the legislative body regarding reasonable and practical means for implementing the general plan or element of the general plan, so that it will serve as an effective guide for orderly growth and development, preservation and conservation of open space land and natural resources, and the efficient expenditure of public funds relating to the subjects addressed in the general plan.” The APR is required to be prepared and submitted to the City Council, the California Governor’s Office of Planning and Research (OPR), and the California Department of Housing and Community Development (HCD) by April 1 of each year.

At a minimum, the APR should address the following:

1. General Plan status and progress in its implementation.

2. Progress in meeting its share of the regional housing needs pursuant to CGC Section 65584.

3. Local efforts to remove governmental constraints to the maintenance, improvement, and development of housing pursuant to paragraph (3) of subdivision (c) of CGC Section 65583.

4. The degree to which the City’s approved General Plan complies with the California General Plan Guidelines developed and adopted pursuant to CGC Section 65040.2 and the date of the last General Plan revision/update.

This APR summarizes the planning activities for the City from January 1 to December 31, 2021.

In addition to the required above-listed information, the City Development Department has included relevant ongoing and completed planning activities, programs, and permits (Table 1).

Table 1. City of Victorville General Plan Elements and Adoption Year Element Adoption Year Update Year (If Applicable)
Land Use Element1 2008 —
Circulation Element2 2008 —
Housing Element 2008 2022
Noise Element 2008 —
Safety Element1 2008 —
Resource Element3 2008 —
Environmental Justice Element4 — —
Note:
1 Currently being updated.
2 The Circulation Plan was updated in September 2020.
3 Incorporates two mandated elements, Open Space and Conservation. 4 Currently being developed.

2021 Annual Progress Report 2 March 2022
City of Victorville General Plan

1.2 Housing Element Update
The City’s Housing Element, which is part of the General Plan, was updated in 2021 for the 6th cycle planning period (i.e., 2021–2029). The City adopted the updated 6th Cycle Housing Element in January 2022. The CGC requires that a Housing Element be included in a City’s General Plan as one of seven mandatory elements that express the community’s values, goals, and vision for the future. The Housing Element identifies and analyzes the City’s existing and projected housing needs and contains a detailed outline and work program of the City’s goals, policies, quantified objectives, and programs for the preservation, improvement, and development of housing for a sustainable future. The Housing Element identifies ways the housing needs of all economic segments of the community, including residents and the local workforce, can be met to achieve the City’s overall housing goal.

1.3 Safety Element Update
The Safety Element is being updated in connection with the Housing Element (pursuant to legal requirements) and to provide consistency with existing and updated General Plan goals, objectives, and policies. The update includes an evaluation of existing fire districts (service areas and responsibilities), fire protection facilities and stations, response times, and future considerations with respect to community safety.

1.4 New Environmental Justice Element
The City is in the process of developing its first Environmental Justice Element and anticipates that it will be adopted in 2022. Environmental justice is defined by the State of California as “the fair treatment and meaningful involvement of people of all races, cultures, incomes, and national origins, with respect to the development, adoption, implementation, and enforcement of environmental laws, regulations, and policies” (CGC Section 65040.12).

The Environmental Justice Element will be an addition to and part of the City’s General Plan and will reflect the City’s commitment to reducing environmental burdens and ensuring all residents have the opportunity to access public goods and services that improve their quality of life.

2021 Annual Progress Report 3 March 2022
City of Victorville General Plan
Section 2 General Plan Overview
The City’s General Plan, adopted on October 21, 2008, represented the first comprehensive update since 1997. The following describes the elements of the General Plan and the implementation status of each element’s goals. A discussion of projects and capital improvements are provided in Section 3, Planning and Development Activities.

2.1 State General Plan Guidelines
OPR guidance provides suggested content for the APR. The following presents the content in this APR, based on suggestions from the guidance:
 Introduction.
 Table of contents.
 List of acronyms and abbreviations.
 Date of presentation and acceptance by City Council. The APR is scheduled to be presented to the City Council on May 17, 2022. Additional details for the hearing are available on the City’s website at https://www.victorvilleca.gov/home.  Measures associated with the implementation of the General Plan, with specific references to individual elements.
 Housing Element APR reporting requirements – each jurisdiction is required to report certain housing information in accordance with state housing law (refer to CGC Sections 65400, 65583, and 65584) and HCD’s Housing Element guidelines.  The Housing Element APR is addressed in Appendix A, prepared through the use of standards, forms, and definitions adopted by HCD.
 The degree to which the General Plan complies with OPR General Plan Guidelines, including environmental justice considerations, collaborative planning with the military lands and facilities, and consultation with Native American tribes.  The date of the last update to the General Plan.
 Priorities for land use decision-making established by the local legislative body (e.g., passage of moratoria or emergency ordinances).
 Goals, policies, objectives, standards, or other plan proposals that need to be added or were deleted, amended, or otherwise adjusted.
 One or more lists of the following, including references to specific General Plan Elements or policies, statuses (i.e., approved/denied, initiated/ongoing/completed), and a brief comment on how each advanced the implementation of the General Plan during the past year:
 Planning Activities initiated. These may include but are not limited to Master Plans, Specific Plans, master environmental assessments, annexation studies, and other studies or plans.

2021 Annual Progress Report 4 March 2022
City of Victorville General Plan
 General Plan amendments. These may include agency-driven and applicant- driven amendments.
 Major development applications processed.

2.2 City of Victorville General Plan
The City’s General Plan addresses the critical issues that will shape the City’s future, specifically the following:
 Optimum types and mix of land uses that will both secure the City’s economic solvency and maintain a high quality of life.
 Transportation systems needed to accommodate planned growth.  Infrastructure systems needed to accommodate planned growth.  Important natural resources to be protected and integrated with planned growth.  Community facilities needed to accommodate planned growth.  Community amenities needed to provide a balanced and pleasing place to live, work, shop, play, and learn.

The City’s General Plan is organized into the seven elements mandated by CGC Section 65302, including the Land Use, Circulation, Housing, Resource (which incorporates two of the mandated elements, Open Space and Conservation), Noise, and Safety Elements. The implementation status of each element is identified below.

2.2.1 Land Use Element
The Land Use Element functions as a guide to the ultimate pattern of development for the City within its incorporated boundaries and sphere of influence. The City’s Planning Area is divided into 10 Planning Areas. The boundaries of the 10 Planning Areas (shown on the General Plan Land Use Planning Area Map) were delineated using topographic features, human-made features, and land use characteristics and include the following:
 Baldy Mesa Planning Area
 Central City Planning Area
 East Bear Valley Planning Area
 Golden Triangle Planning Area
 North Mojave Planning Area
 Southern California Logistics Airport (SCLA) Planning Area  Spring Valley Lake Planning Area
 West City Planning Area
 West Bear Valley Planning Area
 Northern Expansion Planning Area.

2021 Annual Progress Report 5 March 2022
City of Victorville General Plan
As required by CGC Section 65302(a), the Land Use Element describes the proposed general distribution, location, and extent of land uses in the City and their relationship to all elements of the General Plan. The Land Use Element is the driving element in the General Plan to which all elements must relate. Because it establishes the type, intensity, and pattern of land uses, it inherently shapes housing, transportation, noise, air quality, infrastructure, public services, natural resources, safety, open space, and recreation. The Land Use Plan contained in the Land Use Element describes geographically the proposed location of the land use designations. A discussion of the goals of the Land Use Element and the manner in which the City has met these goals is provided below:
 Goal 1: Balanced Land Uses. Provide for a balanced community with residential, commercial, and industrial development.
 Implementation: In 2021, the City focused on providing a balanced community by approving a number of entitlements (refer to Section 3) for residential uses close to jobs and commercial uses. The City will continue to ensure that sufficient commercial lands are available by monitoring local and regional needs.  Goal 2: Economic Development. Encourage a diversified economic base.  Implementation: In 2021, the City continued to encourage a diversified economic base. The City’s Economic Development Department is responsible for attracting new business investment and encouraging the expansion of existing industry, retail, and small businesses. As the City’s marketing and business development arm, the Economic Development Department works with organizations and businesses to act in the interest of local businesses, seek new economic opportunities, and develop new partnerships to drive local economic growth.  Goal 3: Ample City Services. Ensure provision of adequate City services and infrastructure.  Implementation: In 2021, the City continued to implement planning efforts to ensure the provision of adequate City services and infrastructure. More than $43 million in capital improvement projects were completed in 2021. Section 3 details what these projects were and breaks them down by category and amount.  Goal 4: Beautify Victorville. Provide for an aesthetically pleasing community.  Implementation: The City carefully reviews all new development applications in accordance with the City’s Development Code and various sections of the City’s Design Guidelines to ensure that existing aesthetic values of the subject and surrounding areas are maintained. In 2021, the City continued to implement planning efforts that facilitated development in accordance with the General Plan’s organizing principles and regional categories in addition to development standards and design guidelines.

2021 Annual Progress Report 6 March 2022
City of Victorville General Plan

2.2.2 Circulation Element
The Circulation Element is one of the required General Plan Elements identified in the California Planning and Zoning Law. As specified in CGC Section 65302(b), a Circulation Element is required to identify the general location and extent of existing and proposed major thoroughfares, transportation routes, terminals, airports, and other public utilities and facilities in the City’s planning areas.

This element is intended to provide guidance to decisions that expand and improve the transportation system for local and regional trips and to accommodate the diverse transportation needs of residents in the planning areas. Furthermore, this element is intended to specify the City’s policies for coordination of transportation infrastructure planning with planning of public facilities, where joint benefits can be achieved. The design, location, and constituent modes of travel can have significant effects on air quality, plant and animal habitat, environmental noise, energy use, and community appearance. Both economic and environmental considerations have been incorporated into the development of the Circulation Element.

A discussion of the Circulation Element goals and the manner in which the City has met these goals is provided below:
 Goal 1: Good Mobility. Provide a safe, efficient transportation system that enhances mobility for local residents and businesses as well as facilitates regional travel for automobiles and trucks.
 Implementation: In 2021, the City continued to implement planning efforts to facilitate a safe and efficient road network. Primary accomplishments associated with the implementation of good mobility for the Circulation Element include road capital improvement projects. Section 3 details what these projects were and breaks them down by category and amount. Additionally, implementation includes assuring that traffic impacts for significant new developments and redevelopments are assessed and that traffic system improvements be implemented where appropriate for such projects. The City has adopted local guidelines for vehicle miles traveled thresholds of significance.  Goal 2: Efficient Multi-Modal Transportation Network. Meet diverse transportation needs of existing and future residents and businesses in the planning area through convenient, safe, multi-modal means.
 Implementation: In 2021, the City continued to implement planning efforts to facilitate an efficient multi-modal transportation network. Primary accomplishments associated with implementation of these efforts include road and traffic signal capital improvement projects. Section 3 details what these projects were and breaks them down by category and amount. Additionally, the

2021 Annual Progress Report 7 March 2022
City of Victorville General Plan
City continues consultation with the Victor Valley Transit Authority for major new development and redevelopment projects and regular assessments of special transit needs.
 Goal 3: Adequate Infrastructure. Develop and maintain infrastructure that supports the transportation and circulation needs of the community in a cost-effective and environmentally sensitive manner.
 Implementation: In 2021, the City continued to implement planning efforts to develop and maintain adequate infrastructure. This has primarily been implemented through the efforts of capital improvement projects for road improvements. Section 3 details what these projects were and breaks them down by category and amount. Additionally, the City continues to require projects to be responsible for construction of roadway and traffic infrastructure and integration into established and planned infrastructure systems.

2.2.3 Housing Element
The provision of adequate housing for families and individuals of all economic levels is an important public goal. It has been a main focus for state and local governments. The issue has grown in complexity due to rising land and construction costs and increasing competition for physical and financial resources in the public and private sectors. In response to this concern, the California Legislature amended the CGC in 1980. to require each local community to include a specific analysis of its housing needs and a realistic set of programs designed to meet those needs.

This analysis is to be set forth in a Housing Element and incorporated into the General Plan of each municipality.

The 5th Cycle Housing Element Update (2013–2021) addressed the state-mandated planning from October 15, 2013, through October 15, 2021, and the adopted and certified 6th Cycle Housing Element Update (2021–2029) addresses the state-mandated planning period from October 15, 2021, to October 15, 2029. Both are consistent with the City’s General Plan and the community’s vision of its housing needs and objectives. Both Housing Element Updates reflect the City’s continuing efforts to retain and expand housing opportunities in the community. Information about the City’s efforts in meeting the Housing Element goals is presented in the Housing Element APR (Appendix A). The Housing Element APR uses the state mandated template form provided by HCD with data input from the City per HCD requirements. This HCD form only captures housing activities from January 1, 2021 to October 15, 2021
Before the 2021–2029 planning period, the City undertook a series of actions to support affordable housing, which are summarized in Chapter 5, Review of Previous Housing Element (2013–2021), in the adopted and certified (in January 2022) 6th Cycle Housing Element Update. Because the majority of the 2021 calendar year was technically within the 5th Cycle Housing Element planning

2021 Annual Progress Report 8 March 2022
City of Victorville General Plan
period, a discussion of the 5th Cycle Housing Element goals and the manner in which the City has met these goals is provided below. The Regional Housing Needs Assessment for the 5th and 6th cycles for the City is also provided in Table 2.

Table 2. Victorville Regional Housing Needs Assessment Allocation Income Category Number of Units % of Total Units
5th Cycle 6th Cycle 5th Cycle 6th Cycle
Very Low Income (0%–50% of AMI) 1,698 1,735 23.0% 21.3% Low Income (51%–80% of AMI) 1,207 1,136 16.4% 13.9%
Moderate Income (81%–120% of AMI) 1,342 1,504 18.2% 18.4% Above Moderate Income (More than 120% of AMI) 3,124 3,790 42.4% 46.4% Total 7,371 8,165 100.0% 100.0%
Notes: AMI = area median income
 Goal 1: Encourage the provision of a wide range of housing by location, type of unit, and price to meet the existing and future housing needs in Victorville.  Implementation: The City’s efforts in meeting the Housing Element goals are presented in the City’s Housing Element APR (Appendix A). The Housing Element APR provides details on the City’s efforts in meeting regional housing needs and removing governmental constraints to the development of affordable housing. Additionally, the City completed its affordable housing monitoring and compliance review for five projects. As of January 2022, all properties and projects remain affordable. These include Northgate Village, Rodeo Meadows, Casa Bella, Impressions, and Hillcrest Apartments.
 Goal 2: Promote housing opportunities for all persons regardless of race, religion, sex, marital status, ancestry, national origin, or color.
 Implementation: In 2021, the City continued to promote housing opportunities for all people. The City continues to contract with the Inland Fair Housing and Mediation Board and to minimize the displacement of lower income and special needs households. In 2021, the Inland Fair Housing and Mediation Board assisted 969 City residents resolve fair housing matters and owner-tenant issues.

Additionally, the City is currently working on its first Environmental Justice Element as part of its General Plan Update that will address the fair treatment and meaningful involvement of people of all races, cultures, incomes, and national origins with respect to the development, adoption, implementation, and enforcement of environmental laws, regulations, and policies. Additional information about the City’s efforts in meeting the Housing Element goals is presented in the Housing Element APR (Appendix A). The Housing Element APR

2021 Annual Progress Report 9 March 2022
City of Victorville General Plan
provides details on the City’s efforts in meeting regional housing needs and removing governmental constraints to the development of affordable housing.  Goal 3: Encourage the maintenance and preservation of the existing housing stock.  Implementation: The City’s efforts in meeting the Housing Element goals are presented in the City’s Housing Element APR (Appendix A). The Housing Element APR provides details on the City’s efforts in maintaining and preserving existing housing stock through several housing programs and code enforcement.  Goal 4: Encourage the proper utilization of the undeveloped residential areas of the City.  Implementation: The City’s efforts in meeting the Housing Element goals are presented in the City’s Housing Element APR (Appendix A). The Housing Element APR provides details on the City’s efforts in promoting infill development and the development through the Civic Center Specific Plan which provides opportunities for additional affordable and sustainable high-density multi-tenant housing development in an infill, urban setting.
 Goal 5: Encourage changes in State housing law to accurately reflect community housing needs.
 Implementation: In 2021, the City continued to encourage changes in state housing law to accurately reflect community housing needs. The City’s share of the Regional Housing Needs Assessment is 8,146 units split among different income levels. Additional information about the City’s efforts in meeting the Housing Element goals is presented in the City’s Housing Element APR (Appendix A). The Housing Element APR provides details on the City’s efforts in meeting regional housing needs and removing governmental constraints to the development of affordable housing.

2.2.4 Resource Element
The Resource Element is intended to function as a guide to the protection, use, and maintenance of the City’s natural and cultural resources and a variety of open space lands and to fulfill the state-mandated requirements for a Conservation Element and an Open Space Element. CGC Section 65302(d) requires that a General Plan include a Conservation Element for the conservation, development, and utilization of natural resources including water and its hydraulic force, forests, soils, rivers and other waters, harbors, fisheries, wildlife, minerals, and other natural resources. Given the range of natural and cultural resources, natural hazards, and outdoor recreation resources and opportunities that occur in the planning area, the Resource Element encompasses the following topics: water supply and water quality; cultural resources, including archaeological, paleontological, and historic resources; biological resources; air quality; mineral resources; outdoor recreation; natural hazards; agricultural resources;

2021 Annual Progress Report 10 March 2022
City of Victorville General Plan
and solid waste management. A discussion of the goals of the Resource Element and the manner in which the City has met these goals is provided below:
 Goal 1: Sufficient, Safe Water Supply. Maintain adequate water supply resources and water delivery system to support the implementation of the City’s land use policies and fire protection standards, and to meet essential needs during emergencies and severe drought conditions.
 Implementation: In 2021, the City continued to maintain adequate water supply resources and water delivery systems. The City requires that new major developments and redevelopments meet development standards and zoning and subdivision regulations. Additionally, implementation of a safe and sufficient water supply has been facilitated through water capital improvement projects, including several water main improvements and service line replacements. The City completed its Water Master Plan Updated in March 2021 to guide the Victorville Water District’s planned capital project expenditures and asset management in an efficient and cost-effective manner. The City also completed its Urban Water Management Plan in June 2021 and a Water Shortage Contingency Plan in June 2021.
 Goal 2: Sufficient Park Land. Provide sufficient local, community and regional park land to meet current and future outdoor recreation needs of the planning area.  Implementation: In 2021, the City continued to facilitate the development of sufficient park land. This was implemented primarily through park capital improvement projects, including the completion of Eagle Ranch Park playground in July 2021. Additionally, the City has allocated funding over $3.4 million dollars to improvements and renovation of several parks, including Brentwood Park, Eva Dell Park, and Hook Park.
 Goal 3: Protection from Natural Hazards. Protect the community from flooding and geologic hazards.
 Implementation: In 2021, the City continued to protect the community from natural hazards. The City facilitated this by maintaining accurate and up-to-date maps of areas exposed to 100-year and 500-year flood hazards. The City also continued to seek community input for disaster planning during its update of the Local Hazard Mitigation Plan, a plan that guides City-wide efforts to reduce the risk of hazards such as flooding and earthquakes. Additionally, the City is in the process of updating its Local Hazard Mitigation Plan to provide consistency with existing and updated General Plan goals, objectives, and policies. The update includes an evaluation of existing fire districts (service

2021 Annual Progress Report 11 March 2022
City of Victorville General Plan
areas and responsibilities), fire protection facilities and stations, response times, and future considerations with respect to community safety.  Goal 4: Conservation of Important Habitat. Preserve land containing native habitat that sustains rare, threatened, or endangered plants and wildlife species.  Implementation: In 2021, the City continued to conserve important habitat. The City maintains an up-to-date geographical database of the spatial distribution and composition of natural habitat and continues to require biological surveys and assessment of impacts on such resources for projects.  Goal 5: Preservation of Important Cultural Resources. Protect identified archaeological, paleontological resources, and historic resources within the planning area.  Implementation: In 2021, the City continued to protect identified archaeological, paleontological, and historic resources. The City continues to require paleontological monitoring, historic preservation, and planning area-wide assessments and Phase I cultural assessments when deemed necessary by a qualified professional and to establish a transmittal system with the South Central Coastal Information Center at California State University, Fullerton. The City also requires compliance with Assembly Bill 52 requirements by sending out consultation invitation letters to Native American tribes for projects.  Goal 6: Good Air Quality. Promote clear air with low pollutant concentrations that do not adversely affect respiratory health.
 Implementation: In 2021, the City continued to promote good air quality. The City continues to comply with regulations by the California Air Resources Board.

Additionally, the City continues to comply with the provisions specified under the City’s Climate Action Plan (CAP), which provided greenhouse gas (GHG)- reducing policy provisions targeted at reducing GHG emissions beyond the year 2020. The City is currently updating its CAP to meet statewide GHG reduction goals for the year 2030 associated with State Bill 32. The draft CAP 2030 targets are complete and is expected to be finalized in 2022. Projects are also required to comply with the Mojave Desert Air Quality Management Plan and Federal Conformity Guidelines. In 2021, the City continued to work with the San Bernardino County Transportation Authority to update the Regional GHG Reduction Plan to comply with Senate Bill 32. The update includes a City of Victorville chapter to set new 2030 GHG emissions reduction goals. The San Bernardino County Regional GHG Reduction Plan was completed in March 2021.  Goal 7: Energy Conservation. Promote energy sustainability by developing alternative power supplies and reducing energy use.

2021 Annual Progress Report 12 March 2022
City of Victorville General Plan
 Implementation: In 2021, the City continued to promote energy conservation and sustainability. The City requires that projects comply with the latest City energy code standards and development standards stipulated in the City’s project-specific design guidelines, which address efficient building design and on-site electrical generation. The City ensures that projects comply with the latest adopted California Green Building Standards and identify energy saving design features.

2.2.5 Noise Element
The Noise Element is intended to limit exposure of the community to excessive noise levels. Noise is generally defined as unwanted or unpleasant sound. Excessive noise is associated with an interference with speech and other communication, a distraction at home and at work, a disturbance of rest and sleep, and a disruption of various recreational pursuits. To ensure that noise does not affect the health and serenity of City residents, this element provides a systematic approach to identifying and appraising excessive noise in the planning area, quantifying noise levels, and addressing excessive noise exposure and community planning for the regulation of noise. The Noise Element includes policies, standards, criteria, programs, diagrams, a reference to action items, and maps related to protecting public health and welfare from noise. A discussion of the Noise Element goals and the manner in which the City has met these goals is provided below:
 Goal 1: Noise Sensitivity. Identify significant noise sources that could adversely affect community.
 Goal 2: Noise Control. Manage the effects of noise emissions to help ensure reduction of adverse effects on the community.
 Implementation: In 2021, the City met Goals 1 and 2 as it continued to apply and enforce the City’s noise standards. These standards are met by ensuring that construction does not occur before or after the allowable hours and that appropriate mitigation is incorporated into projects to protect sensitive receptors. Additionally, the City ensures that each project analyzes the impacts it may have to the most proximate sensitive receptors. The City also continues efforts to monitor Southern California Logistics Airport Planning Area (SCLA) operations to ensure that expansions do not impact sensitive land uses.

2.2.6 Safety Element
The Safety Element is one of the General Plan Elements mandated by CGC Section 65302(g). It is intended to identify and, whenever possible, reduce the impact of natural and human-made hazards that may threaten the health, safety, and property of the residents living and working in the planning area. It emphasizes hazard reduction and accident prevention and responses for human-made hazards. In addition, the element emphasizes the importance of risk reduction,

2021 Annual Progress Report 13 March 2022
City of Victorville General Plan
disaster prevention, and preparedness. The Safety Element includes maps and a Safety Plan of known seismic and other geologic hazards. It addresses evacuation routes, peak-load water supply requirements, minimum road widths, and clearances around structures as they relate to identified fire and geologic hazards. A discussion of the Safety Element goals and the manner in which the City has met these goals is provided below:
 Goal 1: Protection from Hazards. Protect the community against natural and man- made hazards.
 Implementation: In 2021, the City continued to protect the community from hazards. The City facilitated this by maintaining accurate and up-to-date maps of areas exposed to 100-year and 500-year flood hazards. The City also continued to seek community input for disaster planning during its update of the Local Hazard Mitigation Plan, a plan that guides City-wide efforts to reduce the risk of hazards such as flooding and earthquakes. Public participation in an online survey continues to be available. Public participation is a key part of hazard mitigation planning. It provides planners insight into public preferences and access to community knowledge about the City. Surveys allow planners to ensure that the needs of vulnerable populations, those who may be disproportionately affected by disasters, are accounted for. The results of this survey will be available in the Safety Element Update.
 Goal 2: Protection of Public Health and Safety. Integrate public health and safety issues into planning and development policies.
 Implementation: In 2021, the City continued to integrate public health and safety issues into planning and development policies. The City continues to implement its Public Safety Plan, which is a comprehensive plan for improving public safety, with a particular focus on community policing, community police relations, code enforcement, animal control and fire, and a viable option or options for generating revenue with the goal of significantly enriching the quality of life for City residents. The City also continued to implement regulations in accordance with the goals and policies of the Safety Element when processing project applications.

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City of Victorville General Plan

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2021 Annual Progress Report 15 March 2022
City of Victorville General Plan
Section 3 Planning and Development Activities
This section provides information on planning and development activities related to General Plan implementation. Information is presented in terms of projects and capital improvements.

3.1 Projects
Projects discussed herein include discretionary development applications, General Plan amendments, zoning amendments, conditional use permits, tentative maps, tentative parcel maps, site plans, zoning verifications, and other administrative items.

3.1.1 Discretionary Development Applications
From January 1, 2021, to December 31, 2021, 222 discretionary actions were in process. Of these discretionary actions, 94 were approved, 55 were assigned, 11 required corrections, 16 were in review, 16 had incomplete applications, 8 were issued, 19 were submitted, and 3 was deemed complete (Table 3). These include commercial, industrial, multi-family, mixed-use/other, single family, and subdivision development in the City.

Table 3. Summary of Discretionary Actions for 2021
Case Number Description Status
ADMN21-00012 Request for a finding of public convenience or necessity with an environmental exemption
Approved
ADMN21-00044 Minor site plan with an environmental exemption Assigned PLAN21-00008 Site plan and conditional use permit with an environmental exemption Approved w/ conditions PLAN21-00007 Conditional use permit with an environmental exemption Approved w/ conditions PLAN21-00021 Amendment to the civic center community sustainability specific plan with an environmental exemption Approved
PLAN21-00038 Site plan and conditional use permit with a mitigated negative declaration Assigned ADMN21-00193 Zoning verification letter Assigned
ADMN21-00031 Lot merger with an environmental exemption Assigned ADMN21-00155 Zoning verification letter Assigned
ADMN21-00173 Minor site plan with an environmental exemption In review ADMN21-00060 Minor site plan with an environmental exemption Incomplete application ADMN21-00133 Minor site plan with an environmental exemption Approved ADMN21-00122 Minor site plan with an environmental exemption Approved w/ conditions ADMN21-00186 Zoning verification letter Assigned
PLAN21-00026 Old Town Specific Plan amendment with an environmental exemption Assigned ADMN21-00074 Minor conditional use permit with an environmental exemption Approved w/ conditions

2021 Annual Progress Report 16 March 2022
City of Victorville General Plan
Table 3. Summary of Discretionary Actions for 2021
Case Number Description Status
ADMN21-00042 Minor site plan with an environmental exemption Approved ADMN21-00019 Wireless communication facility modification with an environmental exemption Approved w/ conditions ADMN21-00039 Minor site plan with an environmental exemption In review ADMN21-00139 Zoning verification letter Submitted
ADMN21-00120 Minor site plan with an environmental exemption Approved w/ conditions ADMN21-00123 Lot line adjustment with an environmental exemption In review ADMN21-00168 Zoning verification letter Assigned
ADMN21-00005 Zoning verification letter Issued
PLAN21-00022 Site plan modification with an environmental exemption Approved w/ conditions ADMN21-00025 Minor site plan with an environmental exemption Submitted ADMN21-00073 Lot merger with an environmental exemption Assigned PLAN21-00028 Allow for the development of a new 65-foot-tall mono-pine telecommunications facility Incomplete application
ADMN21-00103 Zoning verification letter Approved
ADMN21-00154 Zoning verification letter Assigned
ADMN21-00192 Zoning verification letter Assigned
ADMN21-00067 Minor site plan with an environmental exemption Assigned ADMN21-00197 Minor site plan with an environmental exemption Incomplete application ADMN21-00185 Zoning verification letter Assigned
PLAN21-00041 Site plan and conditional use permit with an initial study Submitted ADMN21-00156 Zoning verification letter Assigned
PLAN21-00012 Site plan with an environmental exemption Corrections required ADMN21-00080 Minor site plan with an environmental exemption Approved ADMN21-00078 Minor site plan with an environmental exemption Approved PLAN21-00032 Site plan with an initial study and proposed mitigated negative declaration Corrections required ADMN21-00068 Minor site plan with an environmental exemption Submitted ADMN21-00093 Minor site plan to allow for modifications Incomplete application ADMN21-00105 Minor site plan and minor conditional use permit with an environmental exemption In review PLAN21-00005 Site plan and conditional use permit with an environmental exemption Approved w/ conditions ADMN21-00145 Minor site plan with an environmental exemption Approved w/ conditions ADMN21-00018 Lot merger with an environmental exemption Approved ADMN21-00036 Zoning verification letter Issued

2021 Annual Progress Report 17 March 2022
City of Victorville General Plan
Table 3. Summary of Discretionary Actions for 2021
Case Number Description Status
ADMN21-00016 Lot line adjustment Approved w/ conditions ADMN21-00166 Zoning verification letter Assigned
PLAN21-00019 Site plan and conditional use permits with an initial study and a mitigated negative declaration Corrections required
ADMN21-00026 Master sign program with an environmental exemption Assigned ADMN21-00020 Allow for modifications to an existing wireless communication facility at City with an environmental exemption Assigned
ADMN21-00182 Allow for the development of a new vehicle drive aisle for access Assigned ADMN21-00045 Minor conditional use permit with an environmental exemption Assigned ADMN21-00033 Minor site plan with an environmental exemption Assigned ADMN21-00177 Minor site plan with an environmental exemption Assigned ADMN21-00028 Minor site plan with an environmental exemption Approved w/ conditions ADMN21-00184 Zoning verification letter Assigned
ADMN21-00149 Zoning verification letter Submitted
ADMN21-00176 Allow for modifications to an existing parking lot Assigned PLAN21-00017 Site plan and conditional use permit with an environmental exemption Approved w/ conditions PLAN21-00029 Site plan and conditional use permit with an environmental exemption Corrections required ADMN21-00064 Minor interim use permit with an environmental exemption In review ADMN21-00187 Zoning verification letter Assigned
PLAN21-00003 Site plan with an environmental exemption Approved w/ conditions ADMN21-00167 Zoning verification letter Assigned
ADMN21-00180 Minor site plan with an environmental exemption Assigned PLAN21-00001 Site plan with an environmental exemption Approved w/ conditions PLAN21-00031 Site plan with an environmental impact report Corrections required ADMN21-00083 Lot line adjustment Assigned
ADMN21-00188 Minor site plan with an environmental exemption Assigned PLAN21-00014 Site plan with an environmental exemption Assigned ADMN21-00097 Lot line adjustment with an environmental exemption Assigned ADMN21-00150 Zoning verification letter Submitted
ADMN21-00162 Allow for the development of a 476,233-square-foot warehouse facility In review ADMN21-00059 SCLA major site plan Corrections required ADMN21-00138 Minor interim use permit with an environmental exemption Approved w/ conditions PLAN21-00013 Site plan with a mitigated negative declaration Approved w/ conditions

2021 Annual Progress Report 18 March 2022
City of Victorville General Plan
Table 3. Summary of Discretionary Actions for 2021
Case Number Description Status
ADMN21-00121 Minor conditional use permit with an existing mitigated negative declaration In review PLAN21-00004 Site plan and conditional use permit with a mitigated negative declaration Corrections required PLAN21-00006 Tentative tract map with a proposed mitigated negative declaration Corrections required PLAN21-00002 Tentative parcel map Approved w/ condition ADMN21-00035 Parcel map modification with an environmental exemption In review ADMN21-00191 Allow for the review of a proposed lot line adjustment Assigned PLAN21-00025 Tentative parcel map with an environmental exemption Assigned PLAN21-00020 Site plan, conditional use permit, and tentative parcel map with an environmental exemption Corrections required
PLAN21-00040 Vesting tentative tract map and development plan with an initial study Submitted PLAN21-00011 Vesting tentative tract map with a mitigated negative declaration In review PLAN21-00023 General Plan amendment, planned unit development, site plan, and tentative parcel map with an initial study and mitigated negative declaration Incomplete application ADMN21-00085 Zoning verification letter Approved
ADMN21-00030 Minor site plan with an environmental exemption Approved w/ conditions ADMN21-00090 Zoning verification letter Submitted
ADMN21-00135 Zoning verification letter Submitted
ADMN21-00160 Lot merger with an environmental exemption Approved ADMN21-00071 Zoning verification letter Issued
PLAN21-00037 Site plan and conditional use permit with an environmental exemption Assigned ADMN21-00075 Minor site plan with an environmental exemption Approved ADMN21-00126 Zoning verification letter Submitted
ADMN21-00091 Zoning verification letter Submitted
ADMN21-00087 Zoning verification letter Submitted
ADMN21-00070 Wireless communication facility modification with an environmental exemption Approved w/ conditions
ADMN21-00089 Zoning verification letter Submitted
ADMN21-00004 Minor site plan with an environmental exemption Approved w/ conditions PLAN21-00034 Amendment to the City’s General Plan with an environmental impact report Assigned PLAN21-00035 Site plan and conditional use permit with an environmental exemption Incomplete application ADMN21-00161 Minor site plan with an environmental exemption Assigned ADMN21-00040 Zoning verification letter Issued
PLAN21-00030 Comprehensive update to the City’s Housing Element component of the 2030 Victorville General Plan with a proposed initial study Assigned

2021 Annual Progress Report 19 March 2022
City of Victorville General Plan
Table 3. Summary of Discretionary Actions for 2021
Case Number Description Status
ADMN21-00106 Minor site plan with an environmental exemption Approved ADMN21-00092 Zoning verification letter Submitted
PLAN21-00016 Amendment to the Old Town Specific Plan with an environmental finding Approved ADMN21-00058 Zoning verification letter Issued
ADMN21-00119 Minor site plan with an environmental exemption Approved w/ conditions ADMN21-00072 Zoning verification letter Issued
ADMN21-00136 Zoning verification letter Submitted
ADMN21-00086 Zoning verification letter Submitted
ADMN21-00110 Zoning verification letter Issued
ADMN21-00132 Zoning conformance letter Complete application ADMN21-00024 Zoning verification letter Submitted
ADMN21-00194 Minor deviation from the maximum allowable lot coverage with an environmental exemption
Approved
ADMN21-00088 Zoning verification letter Submitted
ADMN21-00164 Zoning verification letter Assigned
ADMN21-00195 Minor site plan with an environmental exemption Incomplete application ADMN21-00065 Minor site plan with an environmental exemption Approved w/ conditions PLAN21-00024 Site plan with a proposed mitigated negative declaration Corrections required ADMN21-00049 Minor site plan with an environmental exemption Approved w/ conditions ADMN21-00178 Submit a certificate of compliance Assigned ADMN21-00043 Site plan to allow for the conversion of a shower facility into an ADU Approved w/ conditions PLAN21-00018 Site plan and parcel map with an initial study Incomplete application ADMN21-00172 Zoning verification letter Submitted
ADMN21-00046 Minor site plan with an environmental exemption Approved w/ conditions ADMN21-00189 Allow for the development of a new SFR with one attached ADU and one detached ADU Assigned
ADMN21-00131 Minor deviation from the maximum allowable lot coverage with an environmental exemption Approved
ADMN21-00014 Minor deviation from the maximum allowable lot coverage with an environmental exemption Assigned
ADMN21-00008 Minor site plan with an environmental exemption Approved w/ conditions ADMN21-00129 Minor deviation from the maximum allowable lot coverage with an environmental exemption Approved
ADMN21-00047 Minor site plan with an environmental exemption Assigned

2021 Annual Progress Report 20 March 2022
City of Victorville General Plan
Table 3. Summary of Discretionary Actions for 2021
Case Number Description Status
ADMN21-00037 Minor site plan with an environmental exemption Approved ADMN21-00076 Minor site plan with an environmental exemption Approved ADMN21-00027 Minor site plan with an environmental exemption Assigned ADMN21-00115 Minor deviation from the required front yard and rear yard setbacks with an environmental exemption Approved
ADMN21-00017 Minor site plan with an environmental exemption Complete application ADMN21-00140 Minor site plan with an environmental exemption Assigned ADMN21-00152 Minor site plan with an environmental exemption Incomplete application ADMN21-00169 Minor site plan with an environmental exemption Assigned ADMN21-00141 Minor site plan with an environmental exemption Approved ADMN21-00055 Minor deviation from the maximum allowable lot coverage with an environmental exemption Assigned
ADMN21-00015 Minor site plan with an environmental exemption In review ADMN21-00147 Minor site plan with an environmental exemption Assigned ADMN21-00032 Minor site plan with an environmental exemption Incomplete application ADMN21-00151 Minor site plan with an environmental exemption Approved ADMN21-00022 Minor site plan with an environmental exemption Complete application ADMN21-00001 Minor deviation from the required rear yard setback with an environmental exemption Approved
ADMN21-00157 Allow for the construction of an SDU Approved ADMN21-00048 Minor site plan with an environmental exemption Approved PLAN21-00036 Planned unit development with an environmental exemption Assigned ADMN21-00165 Minor site plan with an environmental exemption Approved ADMN21-00098 Minor site plan with an environmental exemption Approved ADMN21-00111 Minor site plan with an environmental exemption Approved ADMN21-00134 Minor site plan with an environmental exemption Approved ADMN21-00137 Minor site plan with an environmental exemption Approved ADMN21-00127 Minor site plan with an environmental exemption Approved ADMN21-00128 Minor site plan with an environmental exemption Approved ADMN21-00063 Minor site plan with an environmental exemption Approved ADMN21-00117 Minor site plan with an environmental exemption Approved ADMN21-00109 Minor site plan with an environmental exemption Approved ADMN21-00066 Minor site plan with an environmental exemption Approved

2021 Annual Progress Report 21 March 2022
City of Victorville General Plan
Table 3. Summary of Discretionary Actions for 2021
Case Number Description Status
ADMN21-00054 Minor site plan with an environmental exemption Approved ADMN21-00104 Minor site plan with an environmental exemption Approved ADMN21-00108 Rebuild letter Issued
ADMN21-00007 Minor site plan with an environmental exemption In review ADMN21-00053 Minor deviation from the maximum allowable lot coverage with an environmental exemption Approved
ADMN21-00023 Minor site plan with an environmental exemption In review ADMN21-00099 Minor site plan with an environmental exemption Approved ADMN21-00050 Rebuild letter In review
ADMN21-00159 Allow for the development of a new SFR Approved ADMN21-00125 Minor site plan with an environmental exemption In review ADMN21-00143 Minor site plan with an environmental exemption Incomplete application ADMN21-00116 Minor site plan with an environmental exemption Approved ADMN21-00158 Allow for the development of a new SFR Approved ADMN21-00081 Minor site plan with an environmental exemption Approved ADMN21-00171 Minor site plan with an environmental exemption Assigned ADMN21-00124 Minor site plan with an environmental exemption Incomplete application ADMN21-00041 Minor site plan with an environmental exemption Approved ADMN21-00002 Minor site plan with an environmental exemption Approved w/ conditions ADMN21-00034 Minor site plan with an environmental exemption Approved ADMN21-00198 Minor site plan with an environmental exemption Assigned ADMN21-00144 Allow for the construction of an ADU Incomplete application ADMN21-00114 Minor deviation from the required front yard setback with an environmental exemption Approved
ADMN21-00061 Minor site plan with an environmental exemption Approved ADMN21-00029 Minor site plan with an environmental exemption Approved ADMN21-00077 Minor site plan with an environmental exemption Assigned ADMN21-00009 Minor site plan with an environmental exemption Approved ADMN21-00056 Minor deviation from the maximum allowable lot coverage with an environmental exemption Assigned
ADMN21-00003 Minor site plan with an environmental exemption Approved w/ conditions ADMN21-00013 Minor site plan with an environmental exemption In review ADMN21-00112 Minor site plan with an environmental exemption Approved

2021 Annual Progress Report 22 March 2022
City of Victorville General Plan
Table 3. Summary of Discretionary Actions for 2021
Case Number Description Status
ADMN21-00094 Minor deviation from the maximum allowable lot coverage with an environmental exemption Approved
ADMN21-00113 Minor site plan with an environmental exemption Incomplete application ADMN21-00021 Minor site plan with an environmental exemption In review ADMN21-00006 Minor site plan with an environmental exemption Approved w/ conditions ADMN21-00011 Minor site plan with an environmental exemption Approved ADMN21-00146 Minor site plan with an environmental exemption Incomplete application ADMN21-00183 Minor site plan with an environmental exemption Assigned ADMN21-00142 Minor site plan with an environmental exemption Incomplete application ADMN21-00052 Minor deviation from the maximum allowable lot coverage with an environmental exemption Assigned
ADMN21-00095 Minor deviation from the maximum allowable lot coverage with an environmental exemption Approved
ADMN21-000196 Minor deviation from the required rear yard setback with an environmental exemption Approved
ADMN21-00084 Minor site plan with an environmental exemption Approved w/ conditions ADMN21-00082 Minor site plan with an environmental exemption Approved ADMN21-00079 Minor site plan with an environmental exemption Approved ADMN21-00010 Minor site plan with an environmental exemption Approved ADMN21-00130 Minor deviation from the maximum allowable lot coverage with an environmental exemption Approved
ADMN21-00170 Minor site plan with an environmental exemption Approved ADMN21-00069 Minor site plan with an environmental exemption Corrections required ADMN21-00118 Minor site plan with an environmental exemption Approved ADMN21-00163 Minor site plan with an environmental exemption Assigned ADMN21-00051 Minor deviation from the maximum allowable lot coverage with an environmental exemption Approved
ADMN21-00062 Minor site plan with an environmental exemption Approved ADMN21-00057 Minor deviation from the maximum allowable lot coverage with an environmental exemption Approved
ADMN21-00179 Allow for the conversion of an existing guest suite into an ADU Assigned ADMN21-00096 Minor site plan with an environmental exemption Approved Notes: ADU = accessory dwelling unit; SFR = single-family residential, City = City of Victorville, SCLA – Southern California Logistics Airport

3.2 Capital Improvements Program
The City has completed 18 capital improvement projects, totaling more than $43 million. Table 5 includes a breakdown of capital improvement projects by project type.

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City of Victorville General Plan
Table 4. Capital Improvement Projects Approved in 2021
Project Type Number of Projects Cost
Roads 8 $33,175,505
Traffic Signal 1 $386,208
Water 6 $5,353,139
Sewer 5 $4,131,265
Parks 1 $129,299
Total 18 $43,175,416

3.2.1 Roads
In 2021, nine road and traffic signal projects were completed, totaling more than $33.5 million.

Table 6 indicates the project name and cost.

Table 5. Road Capital Improvement Projects Approved in 2021 Project Name Cost
Green Tree Extension
$18,025,78
Bear Valley Road Overhead at BNSF Railroad
$3,012,740
Industrial Boulevard and Silica Road Improvement
$1,916,979
Arrowhead Drive and Seventh Avenue Improvement
$8,111,423
Liberty Village Pavement Rehabilitation
$1,300,000
Old Town Sidewalk Phase 1
$494,000
Mountain View Acres Pavement Rehabilitation
$102,000
Seventh Street Archway
$212,581
Mariposa Road / Yates Road Traffic Signal

$386,208
Total $33,561,713
Green Tree Extension: This roadway project connects Hesperia Road and Ridgecrest Road via Green Tree Boulevard. The project includes paving and some curb and gutter with water and sewer including a 600 feet bridge over the two railroad tracks. This project will be completed in 2023.

Bear Valley Road Overhead at BNSF Railroad: This project widens Bear Valley Road between Industrial Boulevard and Ridgecrest Road. The project will add width to the existing bridge to enable a second left turn at Ridgecrest Road and a full sized median with shoulders, sidewalk and standard lane widths. This project will be completed in 2023.

2021 Annual Progress Report 24 March 2022
City of Victorville General Plan
Industrial Boulevard and Silica Road Improvement: This project reconstructed about a mile of roadway including curb ramps and drive approaches. A storm drain was replaced to the comply with current city standards. This project was completed in 2021.

Arrowhead Drive and Seventh Avenue Improvement: This project is a total reconstruction and widening of an existing road. Curb, gutter, sidewalk, and bike lanes will be provided over the entire two miles. Drive approaches will be improved as well as 800 feet of overhead power lines were undergrounded using Rule 20A through Southern California Edison. The project will be completed late summer 2022.

Liberty Village Pavement Rehabilitation: This project resurfaced approximately 3 million square feet of pavement in the Liberty Village Area. Crack seal and crack fill were used and Type II slurry was utilized along with single and double layer micro surfacing for the more deteriorated streets. This project was completed in 2021.

Old Town Sidewalk Phase 1: This project is in design and awaiting bidding. This project will improve 13 locations in Old Town with current ADA compliant improvements including ramps, driveways, and sidewalk. This project will be completed in 2022.

Mountain View Acres Pavement Rehabilitation: This project was performed by the County of San Bernardino and consisted of slurry seal of the Mountain View Acres area within Victorville.

This project was completed in 2021
Seventh Street Archway: This project upgraded an existing sign over Seventh Street. Consistent with the Old Town Specific Plan, the sign had improved lighting and the signage was replaced and repainted to give the sign a new look. This project was completed in Spring 2022.

Mariposa Yates Traffic Signal: This is a new traffic signal that met traffic signal warrants and included a pedestrian crossing system. This project was completed in 2021.

3.2.2 Water
In 2021, six water projects were completed, totaling more than $5.3 million. Table 7 indicates the project name and cost.

Table 6. Water Capital Improvement Projects Approved in 2021 Project Name Cost
Service Line Replacement Area 9
$2,235,435
Water Main - Area 31
$1,550,000
Industrial Boulevard and Silica Road. Water Main
$228,115
Arrowhead Drive and Seventh Avenue Water Main
$605,60
Liberty Village Water Service Replacement
$454,980

2021 Annual Progress Report 25 March 2022
City of Victorville General Plan
El Rio Road / Calvary Court Repair & Vault Replacement
$279,009
Total $5,353,139
Service Line Replacement Area 9: This project is under design. It will improve fire flow deficiencies with pressure zone 3065. The project is referred to internally as “Area – 5 Pipeline Replacement Improvements.”
Water Main – Area 31: This project is currently being advertised for construction. It will replace up to 5,320 lineal feet of old leaking water main pipe with a new pipe and provide an increase in pressure to improve the existing fire flow deficiencies along Southern California Logistics Airport’s (SCLA) flight line.

Industrial Boulevard and Silica Road Water Main: Due to vertical conflicts with new storm drain improvements along Silica Drive, the existing water main was dropped below the proposed (new) storm drain laterals at four locations along the Silica Drive alignment.

Arrowhead Drive and Seventh Avenue Water Main: The City is currently rehabilitating Seventh Avenue from Bear Valley Road to Greentree Boulevard. To avoid trenching through freshly paved street, the City has elected to replace up to 1,250 lineal feet of existing 12-inch water main pipe with new pipe. In the near future, the City will also increase the water pressure in this water main to better sever the residents of the area bounded by Bear Valley Road, Seventh Avenue, Balsam Avenue, and Nisqualli Road.

Liberty Village Water Service Replacement: This project replaced 996 plastic water service laterals with new copper pipes within the Liberty Village area to the northwest of The Mall of the Victor Valley.

El Rio Road/Calvary Court Repair & Vault Replacement: This project repaired up to 19,845 square feet of failing 30-inch diameter water main trench throughout El Rio Road from Coalinga Road to Cerezo Road. In addition, further trench repairs were made throughout Cavalry Court, located south of the aqueduct and east of Baldy Mesa Road.

3.2.3 Sewer
In 2021, three sewer projects were completed, totaling more than $4.1 million. Table 8 indicates the project name and cost.

Table 7. Sewer Capital Improvement Projects Approved in 2021 Project Name Cost
Nisqualli Road - Replace Sewer Main
$1,330,772
Hesperia Road & Green Tree Boulevard - Replace Sewer Main $900,494

2021 Annual Progress Report 26 March 2022
City of Victorville General Plan
Nisqualli Road - Replace Sewer Main: This project replaced 3,022 lineal feet of existing hydraulic capacity (d/D) deficient 10-inch sewer trunk main with 15-inch to eliminate flow- capacity deficiency.

Hesperia Road & Green Tree Boulevard - Replace Sewer Main: This project relocated 5,500 lineal of existing sewer trunk and increased its hydraulic capacity by installing new 21-inch diameter trunk main along Hesperia Road and the new Greentree Extension alignment.

Sewer Lining – Various Locations: This project rehabilitates up to 23,026 lineal feet of existing structurally deficient sewer mains by applying cured-in-place pipe (CIPP) lining material to increase the strength and useful life of existing sewer mains instead of replacing existing sewer via open-cut trench excavation. Construction is anticipated to be completed mid-2022.

Sewer Manhole Rehabilitation: This project rehabilitates and extends the useful life of existing aging and deteriorated sanitary sewer manholes by lining inside of the manholes via cured-in-place manhole liner.

Sewer Force Main near Abbey Lane: This project completed 8-inch sewer force main (pressurized pipe) internal inspection to detect any abnormalities and assessed the overall condition of the existing sewer main to avoid future leaks (sanitary sewer over flows) and perform any necessary repairs.

3.2.4 Parks
In 2021, one park project was completed, totaling more than $129 thousand. Table 9 indicates the project name and cost.

Table 8. Parks Capital Improvement Projects Approved in 2021 Project Name Cost
Eagle Ranch Park Playground Replacement $129,299
Total $129,299

Eagle Ranch Park Playground: This project included the replacement of a 1990s play structure.

The new structure is ADA compliant and includes inclusive features such as multi-user swings, seated elements, and sensory areas.

Sewer Lining - Various Locations
$1,599,200
Sewer Manhole Rehabilitation
$200,000
Sewer Force Main near Abbey Lane

$100,800
Total $4,131,265

Appendix A. City of Victorville General Plan Housing Element Annual Progress Report

This page intentionally left blank.

CITY COUNCIL

ATTACHMENT B

2021 Housing Element
Annual Progress Report

Jurisdiction Victorville ANNUAL ELEMENT PROGRESS REPORT Note: "+" indicates an optional field Reporting Year 2021 (Jan. 1 - Dec. 31) Housing Element Implementation Planning Period 5th Cycle 10/15/2013 - 10/15/2021
Date
Application
Submitted
Total
Approved
Units by
Project
Total
Disapproved
Units by
Project
Streamlining
2 3 4 6 7 8 9
Prior APN+ Current APN Street Address Project Name+ Local Jurisdiction Tracking ID+
Unit Category
(SFA,SFD,2 to
4,5+,ADU,MH)
Tenure
R=Renter
O=Owner
Date
Application
Submitted+
(see
instructions)
Very Low-
Income Deed
Restricted
Very Low-
Income Non
Deed
Restricted
Low-Income
Deed
Restricted
Low-Income
Non Deed
Restricted
Moderate-
Income
Deed
Restricted
Moderate-
Income
Non Deed
Restricted
Above
Moderate-
Income
Total PROPOSED
Units by Project
Total

APPROVED
Units by project
Total

DISAPPROVED
Units by Project
Was APPLICATION

SUBMITTED
Pursuant to GC
65913.4(b)?
(SB 35
Streamlining)
Was a Density
Bonus requested
for this housing
development?
Summary Row: Start Data Entry Below 0 0 0 0 0 0 2496 2496 1009 0 3136-241-02, 03-05 0000 EUCALYPTUS ST PLAN21-00006 SFA O 2/12/2021 298 298 No No 3090-501-01, 03 0000 RIDGECREST RD PLAN21-00010 5+ R 3/22/2021 272 272 272 No No 0405-311-08, 09 0000 EUCALYPTUS RD PLAN21-00011 SFD O 3/25/2021 65 65 65 No No 0396-401-01 00000 NO ADDRESS PLAN21-00018 5+ R 5/17/2021 310 310 No No 3091-221-03, 04-
10,13-14,18-21 0000 BEAR VALLEY RD PLAN21-00023 5+ R 7/13/2021 376 376 No No 3134-021-05, 06-07 0000 MESA VIEW DR PLAN21-00033 SFA O 10/5/2021 110 110 No No 0482-031-01, 02, 07-
08 0000 TAMARISK RD PLAN21-00039 SFA O 12/6/2021 38 38 No No 3096-351-02, 03 0000 LA MESA RD PLAN21-00040 SFA O 12/21/2021 152 152 No No 0405-461-02 13330 MICHAEL ST ADMN21-00002 MH O 1/6/2021 1 1 No No 0395-047-21 16135 ENRAMADA RD ADMN21-00006 SFD O 1/20/2021 168 168 168 No No 3072-251-34 00000 NO ADDRESS ADMN21-00007 SFA O 1/20/2021 1 1 No No 3090-161-07 16330 TETON ST ADMN21-00008 ADU O 1/21/2021 1 1 1 No No 3093-301-30 0000 SITTING BULL ST ADMN21-00009 SFD O 1/21/2021 1 1 1 No No 3093-301-29 15379 SITTING BULL ST ADMN21-00010 SFD O 1/21/2021 1 1 1 No No 3133-181-13 10474 OLIVINE RD ADMN21-00011 SFD O 1/25/2021 1 1 1 No No 0395-011-02 00000 NO ADDRESS ADMN21-00013 SFD O 2/3/2021 1 1 No No 0478-337-13 0000 CORONADO DR ADMN21-00021 SFD O 2/23/2021 1 1 No No 3093-611-03 16055 TOKAY ADMN21-00023 SFD O 2/23/2021 1 1 No No 0395-183-06 0000 HEATHERDALE ADMN21-00027 SFA O 3/9/2021 1 1 1 No No 3071-841-01 11711 FRESH MEADOW PL ADMN21-00029 SFA O 3/11/2021 82 82 82 No No 0395-031-09 16362 EL EVADO RD ADMN21-00032 SFD O 3/16/2021 1 1 1 No No 0478-337-01 0000 TAWNEY RIDGE ADMN21-00034 SFD O 3/19/2021 1 1 1 No No 0478-337-02 00000 NO ADDRESS ADMN21-00037 SFD O 3/25/2021 1 1 1 No No 3090-021-01 16473 GREEN TREE BLVD ADMN21-00043 ADU O 4/9/2021 1 1 1 No No Table A
Housing Development Applications Submitted
Cells in grey contain auto-calculation formulas
51 Project Identifier Unit Types Proposed Units - Affordability by Household Incomes (CCR Title 25 §6202)
Density Bonus Applications
10 Jurisdiction Victorville ANNUAL ELEMENT PROGRESS REPORT Reporting Year 2021 (Jan. 1 - Dec. 31) Housing Element Implementation Cells in grey contain auto-calculation formulas Planning Period 5th Cycle 10/15/2013 - 10/15/2021
Table A2
Annual Building Activity Report Summary - New Construction, Entitled, Permits and Completed Units Streamlining Infill
Housing without
Financial Assistance or
Deed Restrictions
Term of
Affordability or
Deed Restriction
Notes
2 3 5 6 8 9 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Prior APN+ Current APN Street Address Project Name+ Local Jurisdiction Tracking ID+
Unit Category
(SFA,SFD,2 to
4,5+,ADU,MH)
Tenure
R=Renter
O=Owner
Very Low-
Income Deed
Restricted
Very Low-
Income Non
Deed
Restricted
Low- Income
Deed
Restricted
Low- Income
Non Deed
Restricted
Moderate-
Income Deed
Restricted
Moderate-
Income Non
Deed
Restricted
Above
Moderate-
Income
Entitlement
Date Approved# of Units issued
Entitlements
Very Low-
Income Deed
Restricted
Very Low-
Income Non
Deed
Restricted
Low- Income
Deed
Restricted
Low- Income
Non Deed
Restricted
Moderate-
Income Deed
Restricted
Moderate-
Income Non
Deed
Restricted
Above
Moderate-
Income
Building Permits
Date Issued
# of Units Issued
Building Permits
Very Low-
Income Deed
Restricted
Very Low-
Income Non
Deed
Restricted
Low- Income
Deed
Restricted
Low- Income
Non Deed
Restricted
Moderate-
Income
Deed
Restricted
Moderate-
Income Non
Deed
Restricted
Above
Moderate-
Income
Certificates of
Occupancy or other
forms of readiness
(see instructions)
Date Issued
# of Units
issued
Certificates of
Occupancy or
other forms of
readiness
How many of
the units were
Extremely Low
Income?+
Was Project
APPROVED using
GC 65913.4(b)?
(SB 35
Streamlining)
Y/N
Infill Units?
Y/N+
Assistance Programs
for Each Development
(may select multiple -
see instructions)
Deed Restriction
Type
(may select
multiple - see
instructions)
For units affordable without
financial assistance or deed
restrictions, explain how the
locality determined the units
were affordable
(see instructions)
Term of Affordability or
Deed Restriction (years)
(if affordable in perpetuity
enter 1000)+
Number of
Demolished/Des
troyed Units
Demolished or
Destroyed Units
Demolished/De
stroyed Units
Owner or
Renter
Total Density Bonus Applied
to the Project (Percentage
Increase in Total Allowable
Units or Total Maximum
Allowable Residential Gross
Floor Area)
Number of Other
Incentives,
Concessions, Waivers,
or Other Modifications
Given to the Project
(Excluding Parking
Waivers or Parking
Reductions)
List the incentives,
concessions,
waivers, and
modifications
(Excluding Parking
Waivers or Parking
Modifications)
Did the project receive a
reduction or waiver of
parking standards? (Y/N)
Notes+
Summary Row: Start Data Entry Below 0 0 0 0 0 0 809 809 0 0 0 0 0 0 28 28 0 0 0 0 0 0 606 606 0 0 3 0 0405-461-02 13330 MICHAEL ST ADMN21-00002 MH O 1 1/28/2021 1 0 0 N 1 Demolished O 0395-047-21 16135 ENRAMADA RD ADMN21-00006 SFD O 1 2/9/2021 1 0 0 N 3090-161-07 16330 TETON ST ADMN21-00008 ADU O 1 3/8/2021 1 0 0 N 3093-301-30 0000 SITTING BULL ST ADMN21-00009 SFD O 1 4/27/2021 1 0 0 N 3093-301-29 15379 SITTING BULL ST ADMN21-00010 SFD O 1 4/27/2021 1 0 0 N 3133-181-13 10474 OLIVINE RD ADMN21-00011 SFD O 1 6/8/2021 1 0 0 N 0395-183-06 0000 HEATHERDALE ADMN21-00027 SFD O 1 5/20/2021 1 0 0 N 3071-841-01 11711 FRESH MEADOW PL ADMN21-00029 SFD O 82 5/11/2021 82 0 0 N 0478-337-01 0000 TAWNEY RIDGE ADMN21-00034 SFD O 1 10/15/2021 1 0 0 N 0478-337-02 00000 NO ADDRESS ADMN21-00037 SFD O 1 11/1/2021 1 0 0 N 3090-021-01 16473 GREEN TREE BLVD ADMN21-00043 ADU O 1 5/25/2021 1 0 0 N 3090-291-02 16681 WINONA ST ADMN21-00047 SFD O 1 5/13/2021 1 0 0 N 3134-531-10 11994 ALANA WAY ADMN21-00054 ADU O 1 5/25/2021 1 0 0 N 3093-481-29 15392 TOKAY ADMN21-00061 SFD O 1 5/25/2021 1 0 0 N 3093-401-14 12610 HICKORY ADMN21-00062 SFD O 1 5/25/2021 1 0 0 N 3093-481-13 0000 CYPRESS ADMN21-00063 SFD O 1 5/25/2021 1 0 0 N 0477-201-13 14624 MESA DR ADMN21-00065 2 to 4 O 1 8/9/2021 1 0 0 N 3072-051-20 13358 SIERRA RD ADMN21-00066 ADU O 1 6/7/2021 1 0 0 N
One unit addition to an
existing 2-unit MF
property
0473-183-41 00000 NO ADDRESS ADMN21-00069 SFD O 1 11/8/2021 1 0 0 N 0455-872-01 13127 SIERRA MORENO WAY ADMN21-00076 5+ O 195 7/9/2021 195 0 0 N 3090-261-10 13282 FIRST AVE ADMN21-00077 SFD O 1 6/24/2021 1 0 0 N 0480-092-10 14265 APPLE CREEK DR ADMN21-00081 ADU O 1 6/8/2021 1 0 0 N 0395-015-02 16720 MAJELA ADMN21-00084 SFD O 1 7/12/2021 1 0 0 N 0395-015-02 16720 MAJELA ADMN21-00084 ADU O 1 7/12/2021 1 0 0 N 0480-082-11 0000 BRENTWOOD DR ADMN21-00096 MH O 1 8/9/2021 1 0 0 N 0477-104-06 15055 DEL REY DR ADMN21-00098 ADU O 1 8/5/2021 1 0 0 N 3093-301-13 0000 NISQUALLY ADMN21-00104 SFD O 1 8/10/2021 1 0 0 N 0395-022-12 16575 EL EVADO RD ADMN21-00109 SFD O 1 8/20/2021 1 0 0 N 0395-047-09 14847 RITTER ST ADMN21-00111 SFD O 1 8/20/2021 1 0 0 N 0395-047-10 14842 HOPLAND ST ADMN21-00112 SFD O 1 8/20/2021 1 0 0 N 3095-181-16 12679 AMETHYST RD ADMN21-00118 ADU O 1 9/9/2021 1 0 0 N 0395-071-13 16647 VILLAGE DR ADMN21-00127 SFD O 1 9/16/2021 1 0 0 N 0395-026-01 14800 MANNING LN ADMN21-00128 SFD O 1 9/16/2021 1 0 0 N 3091-021-18 0000 SITTING BULL ADMN21-00134 SFD O 1 9/21/2021 1 0 0 N 0395-012-19 16750 MELBA AVE ADMN21-00137 SFD O 1 11/8/2021 1 0 0 N 0477-233-18 0000 CITY VIEW ADMN21-00141 SFD O 1 10/29/2021 1 0 0 N 0395-087-07 0000 BOH LN ADMN21-00151 SFD O 1 12/8/2021 1 0 0 N 0395-011-28 00000 NO ADDRESS ADMN21-00152 SFD O 1 12/10/2021 1 0 0 N 3091-431-02 12918 HIGH VISTA ST ADMN21-00157 ADU O 1 10/20/2021 1 0 0 N 3090-321-16 0000 TETON ST ADMN21-00158 SFD O 1 11/2/2021 1 0 0 N 3090-321-17 0000 TETON ST ADMN21-00159 SFD O 1 11/2/2021 1 0 0 N 0396-351-03 0000 NASSAU DR ADMN21-00165 SFD O 1 11/3/2021 1 0 0 N 3134-521-57 11742 OLIVINE RD ADMN21-00170 SFD O 148 12/1/2021 148 0 0 N 3094-031-13 12982 DAWN RIDGE WAY ADMN21-00179 ADU O 1 12/20/2021 1 0 0 N 0478-071-10 16684 FORREST AVE ADMN21-00183 SFD O 1 12/13/2021 1 0 0 N 0478-071-10 16684 FORREST AVE ADMN21-00183 ADU O 2 12/13/2021 2 0 0 N 3071-551-05 0000 SYCAMORE ST ADMN21-00189 ADU O 2 1/19/2021 2 0 0 N 3071-551-05 0000 SYCAMORE ST ADMN21-00189 SFD O 1 1/19/2021 1 0 0 N 3090-501-01, 03 0000 RIDGECREST RD PLAN21-00010 5+ O 272 8/11/2021 272 0 0 N 0405-311-08, 09 0000 EUCALYPTUS RD PLAN21-00011 SFD O 65 10/20/2021 65 0 0 N 0472-181-18 16995 ABBY LN DEMO21-00015 SFD O 0 0 0 N 1 Demolished O 0396-043-11 15236 DOS PALMAS RD DEMO21-00010 SFD O 0 0 0 N 1 Demolished O 3091-131-68 12685 DION PL BLDR21-01232 SFD O 0 1 11/30/2021 1 0 N 3134-531-10 11994 ALANA WAY BLDR21-00532 ADU O 0 1 12/22/2021 1 0 N 3096-242-14 11532 ECHO GLEN ST BLDR21-00908 SFD O 0 1 9/9/2021 1 0 N 0395-791-40 16175 GIBSON ST BLDR19-01421 SFD O 0 1 11/3/2021 1 0 N 3091-241-42 12375 SECOND AVE BLDR20-00833 SFD O 0 1 12/1/2021 1 0 N 3091-131-22 12628 DION PL BLDR21-01226 SFD O 0 1 12/6/2021 1 0 N 3091-131-30 16534 BIOLA PL BLDR21-00669 SFD O 0 1 8/31/2021 1 0 N 0395-791-33 15395 PATTON ST BLDR19-01414 SFD O 0 1 11/3/2021 1 0 N 3096-244-16 13270 HOMELAND ST BLDR21-00907 SFD O 0 1 9/9/2021 1 0 N 0395-791-41 16163 GIBSON ST BLDR19-01422 SFD O 0 1 11/3/2021 1 0 N 0395-791-32 15403 PATTON ST BLDR19-01413 SFD O 0 1 11/9/2021 1 0 N 3091-131-25 12656 DION PL BLDR21-01223 SFD O 0 1 11/30/2021 1 0 N 3091-131-29 16522 BIOLA PL BLDR21-00668 SFD O 0 1 8/31/2021 1 0 N 3096-242-15 11531 LUNA RD BLDR21-00909 SFD O 0 1 9/9/2021 1 0 N 3091-131-24 12644 DION PL BLDR21-01222 SFD O 0 1 11/30/2021 1 0 N 3091-131-28 12698 DION PL BLDR21-01231 SFD O 0 1 11/30/2021 1 0 N 3091-131-26 12674 DION PL BLDR21-01230 SFD O 0 1 11/30/2021 1 0 N 3091-131-72 12645 DION PL BLDR21-01225 SFD O 0 1 11/30/2021 1 0 N 0395-481-58 16195 GIBSON ST BLDR19-01420 SFD O 0 1 11/3/2021 1 0 N 0395-791-36 15363 PATTON ST BLDR19-01417 SFD O 0 1 11/3/2021 1 0 N 0395-791-34 15387 PATTON ST BLDR19-01415 SFD O 0 1 11/3/2021 1 0 N 3096-244-15 13278 HOMELAND ST BLDR21-00906 SFD O 0 1 9/9/2021 1 0 N 3106-181-16 15252 SENECA RD Unit: #37 BLDR21-00874 MH O 0 1 9/14/2021 1 0 N 3091-131-71 12657 DION PL BLDR21-01224 SFD O 0 1 11/30/2021 1 0 N 3091-131-23 12632 DION PL BLDR21-01221 SFD O 0 1 11/30/2021 1 0 N 3091-131-69 12673 DION PL BLDR21-01233 SFD O 0 1 12/1/2021 1 0 N 3091-131-70 12669 DION PL BLDR21-01234 SFD O 0 1 12/1/2021 1 0 N 0395-791-35 15379 PATTON ST BLDR19-01416 SFD O 0 1 11/3/2021 1 0 N 3071-941-01 11981 SAXTON WAY BLDR19-01237 SFD O 0 0 1 2/3/2021 1 N 3071-951-28 11842 KIRKSTON PL BLDR19-01313 SFD O 0 0 1 2/12/2021 1 N 3134-561-57 11643 IVERSON ST BLDR20-00892 SFD O 0 0 1 6/29/2021 1 N 3096-242-13 11546 ECHO GLEN ST BLDR20-00819 SFD O 0 0 1 6/25/2021 1 N 3071-332-06 12093 KNIGHT CT BLDR18-00434 SFD O 0 0 1 7/7/2021 1 N 0395-822-21 16787 UKIAH ST BLDR20-00859 SFD O 0 0 1 6/1/2021 1 N 3094-041-26 12988 LUNA RD BLDR19-01071 SFD O 0 0 1 6/4/2021 1 N 3092-412-35 12978 NINTH AVE BLDR20-00611 SFD O 0 0 1 5/28/2021 1 N 3096-242-08 11592 ECHO GLEN ST BLDR20-00702 SFD O 0 0 1 5/19/2021 1 N 3092-412-06 12966 ROCKY TRAIL WAY BLDR20-00671 SFD O 0 0 1 5/28/2021 1 N 0395-822-02 16772 UKIAH ST BLDR20-00854 SFD O 0 0 1 5/24/2021 1 N 3103-922-05 12456 DOS PALMAS RD BLDR20-00875 SFD O 0 0 1 5/20/2021 1 N 3094-112-12 13347 VIA DEL LAGO BLDR19-01359 SFD O 0 0 1 6/4/2021 1 N 3136-341-01 12323 VERANO ST BLDR20-00577 SFD O 0 0 1 5/20/2021 1 N 3135-391-25 12634 BERENDA ST BLDR20-00690 SFD O 0 0 1 5/28/2021 1 N 3092-412-31 12920 NINTH AVE BLDR20-00607 SFD O 0 0 1 6/1/2021 1 N 3071-332-11 12042 KNIGHT CT BLDR17-00165 SFD O 0 0 1 5/27/2021 1 N 0395-751-03 15064 TAWNEY RIDGE LN BLDR20-00014 SFD O 0 0 1 2/9/2021 1 N 3094-041-21 13042 LUNA RD BLDR19-01018 SFD O 0 0 1 2/10/2021 1 N 0395-841-24 16835 DESERT STAR ST BLDR20-00719 SFD O 0 0 1 3/15/2021 1 N 3136-331-02 12243 VERANO ST BLDR19-01441 SFD O 0 0 1 3/11/2021 1 N 3071-951-05 11811 KIRKSTON PL BLDR19-01334 SFD O 0 0 1 3/11/2021 1 N 3103-052-21 13972 MESA LINDA AVE BLDR20-00845 SFD O 0 0 1 3/29/2021 1 N 0395-852-06 16872 DESERT STAR ST BLDR20-00774 SFD O 0 0 1 4/9/2021 1 N 0395-085-13 15183 VASQUEZ CT BLDR19-00112 SFD O 0 0 1 1/4/2021 1 N 0395-751-53 15743 YOSEMITE ST BLDR19-01096 SFD O 0 0 1 1/15/2021 1 N 0395-801-35 16625 UKIAH ST BLDR19-01202 SFD O 0 0 1 1/22/2021 1 N 0395-831-66 16653 UKIAH ST BLDR19-01320 SFD O 0 0 1 1/14/2021 1 N 3071-941-12 11830 PRINCE ST BLDR19-01273 SFD O 0 0 1 1/14/2021 1 N 0395-831-60 16648 UKIAH ST BLDR19-01297 SFD O 0 0 1 1/14/2021 1 N 3090-161-06 16346 TETON ST BLDR19-01356 SFD O 0 0 1 6/24/2021 1 N 3090-161-06 16346 TETON ST BLDR19-01356 ADU O 0 0 1 6/24/2021 1 N 0395-851-17 16804 UKIAH ST BLDR20-00862 SFD O 0 0 1 6/22/2021 1 N 3090-091-73 13229 PLAZA LAREDO WAY BLDR20-00722 SFD O 0 0 1 6/17/2021 1 N 3071-332-04 12069 KNIGHT CT BLDR18-00432 SFD O 0 0 1 6/28/2021 1 N 3094-041-56 13342 FICUS CT BLDR19-01068 SFD O 0 0 1 5/10/2021 1 N 3096-244-55 13270 MESA VIEW DR BLDR20-00574 SFD O 0 0 1 5/7/2021 1 N 3092-412-37 12994 NINTH AVE BLDR20-00613 SFD O 0 0 1 4/16/2021 1 N 3071-951-39 11877 THORNE ST BLDR19-01284 SFD O 0 0 1 2/8/2021 1 N 3092-412-24 12957 WHISPERING CREEK
WAY BLDR20-00348 SFD O 0 0 1 3/10/2021 1 N
3090-091-40 16234 MESA LARGO ST BLDR20-00447 SFD O 0 0 1 3/24/2021 1 N 3136-331-08 12307 VERANO ST BLDR20-00300 SFD O 0 0 1 3/12/2021 1 N 3071-951-03 11825 KIRKSTON PL BLDR19-01332 SFD O 0 0 1 3/18/2021 1 N 3071-951-52 11724 KIRKLAND ST BLDR19-01328 SFD O 0 0 1 3/30/2021 1 N 3090-091-70 13222 PLAZA LAREDO WAY BLDR20-00545 SFD O 0 0 1 3/31/2021 1 N 0395-841-18 16866 Desert Star ST BLDR20-00713 SFD O 0 0 1 4/1/2021 1 N 0395-801-38 16624 UKIAH ST BLDR19-01208 SFD O 0 0 1 1/22/2021 1 N 3071-333-49 11957 BECKHAM PL BLDR18-00439 SFD O 0 0 1 7/8/2021 1 N 0395-851-20 16803 UKIAH ST BLDR20-00923 SFD O 0 0 1 7/6/2021 1 N 3071-333-50 11971 BECKHAM PL BLDR18-00440 SFD O 0 0 1 7/8/2021 1 N 3071-951-23 11764 SUTTON ST BLDR19-01383 SFD O 0 0 1 4/16/2021 1 N 3135-391-24 12648 BERENDA ST BLDR20-00687 SFD O 0 0 1 5/10/2021 1 N 3094-031-08 13044 DAWN RIDGE WAY BLDR19-01064 SFD O 0 0 1 4/15/2021 1 N 3094-041-63 13053 DAWN RIDGE WAY BLDR19-01062 SFD O 0 0 1 4/15/2021 1 N 3090-091-15 13267 TRAIL RIDGE WAY BLDR20-00798 SFD O 0 0 1 7/1/2021 1 N 3136-341-08 12391 VERANO ST BLDR20-00584 SFD O 0 0 1 5/25/2021 1 N 3135-391-27 12618 BERENDA ST BLDR20-00692 SFD O 0 0 1 5/28/2021 1 N 3092-412-32 12932 NINTH AVE BLDR20-00608 SFD O 0 0 1 5/21/2021 1 N 0395-852-10 16895 DESERT STAR ST BLDR20-00779 SFD O 0 0 1 4/14/2021 1 N 3134-561-61 11683 IVERSON ST BLDR20-00886 SFD O 0 0 1 5/25/2021 1 N 3094-041-59 13315 FICUS CT BLDR19-01137 SFD O 0 0 1 7/13/2021 1 N 3096-244-11 13285 FREMONTIA RD BLDR21-00082 SFD O 0 0 1 8/13/2021 1 N 3136-401-03 11167 MESA LINDA ST BLDR20-00827 SFD O 0 0 1 8/17/2021 1 N 3135-391-15 12663 ALVEDA ST BLDR20-00934 SFD O 0 0 1 8/18/2021 1 N 3092-412-08 12982 ROCKY TRAIL WAY BLDR20-00673 SFD O 0 0 1 6/23/2021 1 N 3103-052-34 13927 CAMINO CINCO ST BLDR20-00453 SFD O 0 0 1 9/2/2021 1 N 3090-091-77 13269 PLAZA LAREDO WAY BLDR20-00866 SFD O 0 0 1 9/15/2021 1 N 3092-412-29 15647 WHISPERING CREEK
WAY BLDR20-00266 SFD O 0 0 1 9/21/2021 1 N
3071-841-24 11712 BRUSH HOLLOW LN BLDR21-00436 SFD O 0 0 1 9/23/2021 1 N 3092-541-26 13432 FAWNCREEK ST BLDR21-01037 SFD O 0 0 1 9/23/2021 1 N 0395-852-25 16879 UKIAH ST BLDR21-00165 SFD O 0 0 1 8/24/2021 1 N 0395-852-32 16878 DESERT WILLOW ST BLDR21-00256 SFD O 0 0 1 10/1/2021 1 N 0395-852-34 16886 DESERT WILLOW ST BLDR21-00254 SFD O 0 0 1 9/29/2021 1 N 0395-852-16 16876 UKIAH ST BLDR21-00163 SFD O 0 0 1 8/24/2021 1 N 0395-852-19 16888 UKIAH ST BLDR21-00202 SFD O 0 0 1 9/2/2021 1 N 0395-852-39 16881 DESERT WILLOW ST BLDR21-00257 SFD O 0 0 1 10/4/2021 1 N 3094-031-11 13016 DAWN RIDGE WAY BLDR19-01158 SFD O 0 0 1 10/4/2021 1 N 3090-091-08 13228 TRAIL RIDGE WAY BLDR21-00042 SFD O 0 0 1 10/6/2021 1 N 3136-401-32 11157 HYATT LN BLDR21-00061 SFD O 0 0 1 10/21/2021 1 N 3136-401-29 11185 HYATT LN BLDR21-00058 SFD O 0 0 1 10/21/2021 1 N 3094-111-14 13341 VIA PALMA RD BLDR20-00112 SFD O 0 0 1 10/21/2021 1 N 3136-401-31 11169 HYATT LN BLDR21-00060 SFD O 0 0 1 10/21/2021 1 N 3134-561-20 12786 TERYN CT BLDR21-00364 SFD O 0 0 1 10/22/2021 1 N 3094-041-50 13335 HYACINTH CT BLDR19-01145 SFD O 0 0 1 11/15/2021 1 N 3071-841-17 11788 BRUSH HOLLOW LN BLDR21-00610 SFD O 0 0 1 11/18/2021 1 N 0395-852-44 15876 CALAVARES CT BLDR21-00336 SFD O 0 0 1 11/24/2021 1 N 3094-112-13 13335 VIA DEL LAGO BLDR19-01360 SFD O 0 0 1 12/2/2021 1 N 3094-031-16 12954 DAWN RIDGE WAY BLDR19-01163 SFD O 0 0 1 12/7/2021 1 N 3134-551-20 12812 TERYN CT BLDR21-00554 SFD O 0 0 1 12/15/2021 1 N 3134-551-27 12831 TERYN CT BLDR21-00560 SFD O 0 0 1 12/15/2021 1 N 0395-852-45 15888 CALAVARES CT BLDR21-00348 SFD O 0 0 1 11/30/2021 1 N 3071-841-16 11792 BRUSH HOLLOW LN BLDR21-00632 SFD O 0 0 1 11/30/2021 1 N 0395-852-01 16872 DESERT LILY ST BLDR21-00391 SFD O 0 0 1 12/2/2021 1 N 0395-852-47 15863 CALAVARES CT BLDR21-00352 SFD O 0 0 1 12/7/2021 1 N 3134-551-24 12860 TERYN CT BLDR21-00665 SFD O 0 0 1 12/20/2021 1 N 3096-612-49 11955 GLEN AVON ST BLDR21-00516 SFD O 0 0 1 12/27/2021 1 N 3096-612-52 11991 GLEN AVON ST BLDR21-00519 SFD O 0 0 1 12/27/2021 1 N 3096-612-45 12796 CLAREMORE ST BLDR21-00686 SFD O 0 0 1 12/27/2021 1 N 3096-612-43 12820 CLAREMORE ST BLDR21-00684 SFD O 0 0 1 12/27/2021 1 N 3096-612-40 12856 CLAREMORE ST BLDR21-00689 SFD O 0 0 1 12/30/2021 1 N 3094-091-48 13354 ADLER ST BLDR21-00711 SFD O 0 0 1 12/30/2021 1 N 3094-091-50 13378 ADLER ST BLDR21-00477 SFD O 0 0 1 12/30/2021 1 N 3094-091-47 13342 ADLER ST BLDR21-00710 SFD O 0 0 1 12/30/2021 1 N 0395-851-14 16828 UKIAH ST BLDR20-00927 SFD O 0 0 1 7/27/2021 1 N 0395-851-25 16843 UKIAH ST BLDR21-00074 SFD O 0 0 1 7/27/2021 1 N 0480-041-15 16992 LORENE CT BLDR19-00938 SFD O 0 0 1 7/28/2021 1 N 3071-941-08 11897 SAXTON WAY BLDR19-01268 SFD O 0 0 1 1/7/2021 1 N 3071-951-04 11819 KIRKSTON PL BLDR19-01333 SFD O 0 0 1 3/11/2021 1 N 3071-951-30 11854 KIRKSTON PL BLDR19-01315 SFD O 0 0 1 2/12/2021 1 N 3071-332-05 12081 KNIGHT CT BLDR18-00433 SFD O 0 0 1 7/8/2021 1 N 3096-244-56 13262 MESA VIEW DR BLDR20-00575 SFD O 0 0 1 5/7/2021 1 N 3094-031-09 13032 DAWN RIDGE WAY BLDR19-01065 SFD O 0 0 1 4/15/2021 1 N 3135-391-23 12652 BERENDA ST BLDR20-00686 SFD O 0 0 1 5/11/2021 1 N 3135-392-04 12649 BERENDA ST BLDR20-00689 SFD O 0 0 1 5/10/2021 1 N 3094-041-65 13077 DAWN RIDGE WAY BLDR19-01059 SFD O 0 0 1 4/8/2021 1 N 0395-841-41 16854 DESERT STAR ST BLDR20-00712 SFD O 0 0 1 4/1/2021 1 N 3071-951-26 11804 SUTTON ST BLDR19-01349 SFD O 0 0 1 3/17/2021 1 N 3092-412-27 15663 WHISPERING CREEK
WAY BLDR20-00351 SFD O 0 0 1 2/26/2021 1 N
3135-391-20 12688 BERENDA ST BLDR20-00486 SFD O 0 0 1 2/25/2021 1 N 3136-331-17 12234 DEBORAH PL BLDR19-01423 SFD O 0 0 1 5/5/2021 1 N 3103-922-03 12432 DOS PALMAS RD BLDR20-00873 SFD O 0 0 1 5/20/2021 1 N 3136-331-09 12311 VERANO ST BLDR20-00576 SFD O 0 0 1 5/20/2021 1 N 3136-341-03 12347 VERANO ST BLDR20-00579 SFD O 0 0 1 5/20/2021 1 N 3136-391-08 11229 MESA LINDA ST BLDR20-00601 SFD O 0 0 1 6/23/2021 1 N 3071-941-11 11816 PRINCE ST BLDR19-01271 SFD O 0 0 1 1/14/2021 1 N 3094-031-05 13072 DAWN RIDGE WAY BLDR19-01060 SFD O 0 0 1 4/8/2021 1 N 3071-951-09 11797 SUTTON ST BLDR19-01346 SFD O 0 0 1 3/17/2021 1 N 3096-244-23 11521 GAYNESWOOD ST BLDR20-00560 SFD O 0 0 1 3/23/2021 1 N 3090-091-69 13234 PLAZA LAREDO WAY BLDR20-00481 SFD O 0 0 1 3/12/2021 1 N 3135-392-28 15137 CORLITA ST BLDR20-00569 SFD O 0 0 1 3/25/2021 1 N 3071-951-49 11705 KIRKLAND ST BLDR19-01325 SFD O 0 0 1 3/30/2021 1 N 3103-052-31 13891 CAMINO CINCO ST BLDR20-00626 SFD O 0 0 1 3/12/2021 1 N 3094-111-28 13316 VIA PALMA RD BLDR19-01352 SFD O 0 0 1 6/10/2021 1 N 3134-561-60 11679 IVERSON ST BLDR20-00885 SFD O 0 0 1 5/25/2021 1 N 3094-111-31 13346 VIA PALMA RD BLDR19-01355 SFD O 0 0 1 6/10/2021 1 N 0395-841-35 16806 DESERT STAR ST BLDR20-00621 SFD O 0 0 1 2/16/2021 1 N 0395-841-33 16790 DESERT STAR ST BLDR20-00619 SFD O 0 0 1 2/19/2021 1 N 3096-243-13 11542 GAYNESWOOD ST BLDR20-00497 SFD O 0 0 1 2/26/2021 1 N 3094-041-07 13066 LUNA RD BLDR19-01013 SFD O 0 0 1 1/28/2021 1 N 0395-751-37 15736 SHASTA LN BLDR19-01184 SFD O 0 0 1 2/9/2021 1 N 3136-331-15 12258 DEBORAH PL BLDR19-01434 SFD O 0 0 1 2/12/2021 1 N 3071-951-31 11860 KIRKSTON PL BLDR19-01316 SFD O 0 0 1 2/12/2021 1 N 3094-041-06 13078 LUNA RD BLDR19-01012 SFD O 0 0 1 1/28/2021 1 N 3136-331-43 12297 DEL SUR ST BLDR19-01227 SFD O 0 0 1 2/18/2021 1 N 3071-332-09 12066 KNIGHT CT BLDR18-00437 SFD O 0 0 1 7/7/2021 1 N 3092-412-26 12933 WHISPERING CREEK
WAY BLDR20-00350 SFD O 0 0 1 5/18/2021 1 N
3090-091-71 13218 PLAZA LAREDO WAY BLDR20-00648 SFD O 0 0 1 4/27/2021 1 N 0395-751-09 15112 TAWNEY RIDGE LN BLDR19-01181 SFD O 0 0 1 1/6/2021 1 N 3090-091-35 16286 MESA LARGO ST BLDR20-00509 SFD O 0 0 1 4/27/2021 1 N 3135-392-03 12637 BERENDA ST BLDR20-00688 SFD O 0 0 1 5/10/2021 1 N 0395-852-09 16890 DESERT STAR ST BLDR20-00777 SFD O 0 0 1 4/16/2021 1 N 3094-041-05 13082 LUNA RD BLDR19-01011 SFD O 0 0 1 1/28/2021 1 N 3136-331-16 12246 DEBORAH PL BLDR19-01435 SFD O 0 0 1 2/12/2021 1 N 3136-331-24 12281 DEBORAH PL BLDR19-01439 SFD O 0 0 1 2/11/2021 1 N 3094-041-15 13089 DAWN RIDGE WAY BLDR19-01055 SFD O 0 0 1 3/9/2021 1 N 0395-841-37 16822 DESERT STAR ST BLDR20-00708 SFD O 0 0 1 3/10/2021 1 N 3071-951-46 11741 KIRKLAND ST BLDR19-01322 SFD O 0 0 1 3/30/2021 1 N Density Bonus
1 Unit Types Affordability by Household Incomes - Completed Entitlement Affordability by Household Incomes - Building Permits Affordability by Household Incomes - Certificates of Occupancy 4 7 10
Note: "+" indicates an optional field
Housing with Financial Assistance
and/or Deed Restrictions Demolished/Destroyed UnitsProject Identifier (CCR Title 25 §6202)
Jurisdiction Victorville ANNUAL ELEMENT PROGRESS REPORT Reporting Year 2021 (Jan. 1 - Dec. 31) Housing Element Implementation Cells in grey contain auto-calculation formulas Planning Period 5th Cycle 10/15/2013 - 10/15/2021
Note: "+" indicates an optional field
(CCR Title 25 §6202)
3103-052-46 13910 CAMINO CINCO ST BLDR20-00630 SFD O 0 0 1 3/12/2021 1 N 3071-951-54 11748 KIRKLAND ST BLDR19-01310 SFD O 0 0 1 3/30/2021 1 N 3071-951-25 11792 SUTTON ST BLDR19-01348 SFD O 0 0 1 3/18/2021 1 N 3135-391-19 12692 BERENDA ST BLDR20-00485 SFD O 0 0 1 3/5/2021 1 N 3136-391-05 11255 MESA LINDA ST BLDR20-00525 SFD O 0 0 1 4/12/2021 1 N 0395-801-37 16632 UKIAH ST BLDR19-01209 SFD O 0 0 1 1/14/2021 1 N 0395-751-42 15725 SHASTA LN BLDR19-01186 SFD O 0 0 1 1/14/2021 1 N 3094-111-30 13332 VIA PALMA RD BLDR19-01354 SFD O 0 0 1 6/3/2021 1 N 3090-091-72 13217 PLAZA LAREDO WAY BLDR20-00721 SFD O 0 0 1 6/9/2021 1 N 3103-922-06 12468 DOS PALMAS RD BLDR20-00876 SFD O 0 0 1 5/20/2021 1 N 0395-791-15 16158 HAMILTON CT BLDR20-00662 SFD O 0 0 1 6/8/2021 1 N 3103-922-02 12428 DOS PALMAS RD BLDR20-00872 SFD O 0 0 1 5/21/2021 1 N 3136-341-18 12495 VERANO ST BLDR20-00585 SFD O 0 0 1 5/25/2021 1 N 3071-951-15 11725 SUTTON ST BLDR19-01337 SFD O 0 0 1 5/14/2021 1 N 3134-561-56 11639 IVERSON ST BLDR20-00891 SFD O 0 0 1 6/29/2021 1 N 3094-111-33 13364 VIA PALMA RD BLDR19-01358 SFD O 0 0 1 6/23/2021 1 N 3096-242-12 11554 ECHO GLEN ST BLDR20-00818 SFD O 0 0 1 6/25/2021 1 N 3096-244-12 13293 FREMONTIA RD BLDR21-00084 SFD O 0 0 1 8/13/2021 1 N 3136-401-04 11155 MESA LINDA ST BLDR20-00828 SFD O 0 0 1 8/16/2021 1 N 3136-401-01 11183 MESA LINDA ST BLDR20-00825 SFD O 0 0 1 8/16/2021 1 N 3135-391-04 12662 ALVEDA ST BLDR20-00931 SFD O 0 0 1 8/18/2021 1 N 3135-391-05 12658 ALVEDA ST BLDR20-00932 SFD O 0 0 1 8/19/2021 1 N 3090-091-04 13268 TRAIL RIDGE WAY BLDR20-00865 SFD O 0 0 1 9/1/2021 1 N 0395-851-22 16819 UKIAH ST BLDR20-00925 SFD O 0 0 1 7/22/2021 1 N 3134-561-16 12740 TERYN CT BLDR21-00028 SFD O 0 0 1 7/26/2021 1 N 3134-561-25 12735 TERYN CT BLDR21-00031 SFD O 0 0 1 7/26/2021 1 N 0395-851-13 16836 UKIAH ST BLDR20-00928 SFD O 0 0 1 7/27/2021 1 N 3096-244-19 13246 HOMELAND ST BLDR20-00920 SFD O 0 0 1 7/27/2021 1 N 3136-391-81 11209 HYATT LN BLDR21-00056 SFD O 0 0 1 10/21/2021 1 N 3094-111-16 13329 VIA PALMA RD BLDR20-00115 SFD O 0 0 1 10/21/2021 1 N 3135-391-18 12699 ALVEDA ST BLDR21-00091 SFD O 0 0 1 9/21/2021 1 N 3136-401-36 11117 HYATT LN BLDR20-00904 SFD O 0 0 1 9/22/2021 1 N 3071-841-27 11739 BRUSH HOLLOW LN BLDR21-00439 SFD O 0 0 1 9/23/2021 1 N 3071-841-25 11715 BRUSH HOLLOW LN BLDR21-00437 SFD O 0 0 1 9/23/2021 1 N 3071-841-28 11743 BRUSH HOLLOW LN BLDR21-00440 SFD O 0 0 1 9/23/2021 1 N 3071-841-21 11748 BRUSH HOLLOW LN BLDR21-00422 SFD O 0 0 1 9/23/2021 1 N 3071-841-22 11736 BRUSH HOLLOW LN BLDR21-00423 SFD O 0 0 1 9/23/2021 1 N 3096-244-06 13245 FREMONTIA RD BLDR21-00039 SFD O 0 0 1 9/30/2021 1 N 3096-244-05 13237 FREMONTIA RD BLDR21-00038 SFD O 0 0 1 9/30/2021 1 N 0395-852-17 16880 UKIAH ST BLDR21-00164 SFD O 0 0 1 8/18/2021 1 N 0395-852-36 16893 DESERT WILLOW ST BLDR21-00225 SFD O 0 0 1 9/22/2021 1 N 0395-852-38 16885 DESERT WILLOW ST BLDR21-00253 SFD O 0 0 1 9/29/2021 1 N 3094-031-12 12994 DAWN RIDGE WAY BLDR19-01159 SFD O 0 0 1 10/4/2021 1 N 3134-551-19 12800 TERYN CT BLDR21-00365 SFD O 0 0 1 10/25/2021 1 N 3096-244-01 13205 FREMONTIA RD BLDR21-00449 SFD O 0 0 1 10/28/2021 1 N 3094-041-60 13327 FICUS CT BLDR19-01138 SFD O 0 0 1 7/13/2021 1 N 3094-041-58 13326 FICUS CT BLDR19-01136 SFD O 0 0 1 7/13/2021 1 N 3071-841-30 11767 BRUSH HOLLOW LN BLDR21-00615 SFD O 0 0 1 11/17/2021 1 N 3136-401-17 12519 MARMAC CT BLDR21-00236 SFD O 0 0 1 11/19/2021 1 N 0395-852-42 15852 CALAVARES CT BLDR21-00334 SFD O 0 0 1 11/24/2021 1 N 3096-242-20 11583 LUNA RD BLDR21-00488 SFD O 0 0 1 11/24/2021 1 N 3071-841-33 11795 BRUSH HOLLOW LN BLDR21-00635 SFD O 0 0 1 12/6/2021 1 N 3071-841-14 11816 BRUSH HOLLOW LN BLDR21-00630 SFD O 0 0 1 12/7/2021 1 N 0395-852-46 15875 CALAVARES CT BLDR21-00349 SFD O 0 0 1 12/7/2021 1 N 3094-031-15 12966 DAWN RIDGE WAY BLDR19-01162 SFD O 0 0 1 12/7/2021 1 N 3094-031-14 12978 DAWN RIDGE WAY BLDR19-01161 SFD O 0 0 1 12/7/2021 1 N 3096-242-19 11577 LUNA RD BLDR21-00531 SFD O 0 0 1 12/8/2021 1 N 3096-014-48 12554 AVA LOMA ST BLDR21-00410 SFD O 0 0 1 12/9/2021 1 N 3096-014-56 12634 AVA LOMA ST BLDR21-00418 SFD O 0 0 1 12/9/2021 1 N 3136-401-22 12542 MARMAC CT BLDR21-00241 SFD O 0 0 1 12/16/2021 1 N 3071-841-03 11735 FRESH MEADOW PL BLDR21-00869 SFD O 0 0 1 12/22/2021 1 N 3096-612-59 12847 CLAREMORE ST BLDR21-00693 SFD O 0 0 1 12/30/2021 1 N 3094-091-49 13366 ADLER ST BLDR21-00712 SFD O 0 0 1 12/30/2021 1 N 3094-091-54 13365 ADLER ST BLDR21-00713 SFD O 0 0 1 12/30/2021 1 N 0395-801-31 16593 UKIAH ST BLDR19-01192 SFD O 0 0 1 1/4/2021 1 N 3096-035-33 12497 Albatross ST BLDR19-01088 SFD O 0 0 1 1/21/2021 1 N 3090-091-34 16298 MESA LARGO ST BLDR20-00396 SFD O 0 0 1 1/5/2021 1 N 3136-391-10 11205 MESA LINDA ST BLDR20-00603 SFD O 0 0 1 6/23/2021 1 N 3071-332-10 12054 KNIGHT CT BLDR17-00153 SFD O 0 0 1 6/23/2021 1 N 3071-332-01 12033 KNIGHT CT BLDR18-00429 SFD O 0 0 1 6/30/2021 1 N 3096-243-17 11549 ECHO GLEN ST BLDR20-00817 SFD O 0 0 1 6/25/2021 1 N 3090-091-74 13233 PLAZA LAREDO WAY BLDR20-00645 SFD O 0 0 1 6/24/2021 1 N 3135-391-10 12619 ALVEDA ST BLDR20-00806 SFD O 0 0 1 6/17/2021 1 N 3071-951-11 11773 SUTTON ST BLDR19-01379 SFD O 0 0 1 4/16/2021 1 N 3096-242-11 11562 ECHO GLEN ST BLDR20-00814 SFD O 0 0 1 6/11/2021 1 N 0395-851-18 16796 UKIAH ST BLDR20-00861 SFD O 0 0 1 6/22/2021 1 N 3071-951-16 11713 SUTTON ST BLDR19-01338 SFD O 0 0 1 5/18/2021 1 N 3071-951-18 11704 SUTTON ST BLDR19-01340 SFD O 0 0 1 5/14/2021 1 N 3071-951-14 11737 SUTTON ST BLDR19-01336 SFD O 0 0 1 5/14/2021 1 N 3071-951-24 11776 SUTTON ST BLDR19-01384 SFD O 0 0 1 4/16/2021 1 N 3092-412-20 12992 WHISPERING CREEK
WAY BLDR20-00463 SFD O 0 0 1 5/18/2021 1 N
3136-341-04 12351 VERANO ST BLDR20-00580 SFD O 0 0 1 5/20/2021 1 N 3092-412-10 12989 ROCKY TRAIL WAY BLDR20-00675 SFD O 0 0 1 5/28/2021 1 N 3136-341-02 12335 VERANO ST BLDR20-00578 SFD O 0 0 1 5/20/2021 1 N 3136-341-07 12387 VERANO ST BLDR20-00583 SFD O 0 0 1 5/21/2021 1 N 3135-392-02 12625 BERENDA ST BLDR20-00694 SFD O 0 0 1 6/1/2021 1 N 0395-841-36 16814 DESERT STAR ST BLDR20-00622 SFD O 0 0 1 2/16/2021 1 N 3136-331-22 12265 DEBORAH PL BLDR20-00294 SFD O 0 0 1 2/11/2021 1 N 3071-951-42 11835 THORNE ST BLDR19-01287 SFD O 0 0 1 2/8/2021 1 N 3136-331-03 12255 VERANO ST BLDR20-00298 SFD O 0 0 1 3/11/2021 1 N 3103-052-47 13898 CAMINO CINCO ST BLDR20-00631 SFD O 0 0 1 3/12/2021 1 N 0395-852-08 16884 DESERT STAR ST BLDR20-00776 SFD O 0 0 1 4/9/2021 1 N 3092-412-18 12976 WHISPERING CREEK
WAY BLDR20-00592 SFD O 0 0 1 3/25/2021 1 N
3093-561-26 15726 TOKAY ST BLDR20-00388 SFD O 0 0 1 3/16/2021 1 N 3103-052-49 13874 CAMINO CINCO ST BLDR20-00633 SFD O 0 0 1 3/12/2021 1 N 3135-392-27 15123 CORLITA ST BLDR20-00568 SFD O 0 0 1 3/25/2021 1 N 3094-031-06 13068 DAWN RIDGE WAY BLDR19-01061 SFD O 0 0 1 4/8/2021 1 N 3103-052-24 13936 MESA LINDA AVE BLDR20-00844 SFD O 0 0 1 3/29/2021 1 N 3071-951-07 11821 SUTTON ST BLDR19-01344 SFD O 0 0 1 3/17/2021 1 N 3094-031-04 13084 DAWN RIDGE WAY BLDR19-01054 SFD O 0 0 1 3/9/2021 1 N 3071-951-48 11717 KIRKLAND ST BLDR19-01324 SFD O 0 0 1 3/30/2021 1 N 0395-831-61 16656 UKIAH ST BLDR19-01298 SFD O 0 0 1 1/14/2021 1 N 0395-831-65 16671 UKIAH ST BLDR19-01321 SFD O 0 0 1 1/14/2021 1 N 0395-831-62 16664 UKIAH ST BLDR19-01299 SFD O 0 0 1 1/14/2021 1 N 3092-412-17 12964 WHISPERING CREEK
WAY BLDR20-00513 SFD O 0 0 1 5/28/2021 1 N
3092-412-23 12979 WHISPERING CREEK
WAY BLDR20-00515 SFD O 0 0 1 5/28/2021 1 N
3071-951-21 11740 SUTTON ST BLDR19-01343 SFD O 0 0 1 5/18/2021 1 N 3103-922-04 12444 DOS PALMAS RD BLDR20-00874 SFD O 0 0 1 5/20/2021 1 N 3096-244-26 11551 GAYNESWOOD ST BLDR20-00494 SFD O 0 0 1 2/26/2021 1 N 3094-041-23 13026 LUNA RD BLDR19-01020 SFD O 0 0 1 2/10/2021 1 N 0395-751-22 15758 WYBURN LN BLDR19-00517 SFD O 0 0 1 2/9/2021 1 N 0395-841-30 16787 DESERT STAR ST BLDR20-00571 SFD O 0 0 1 2/16/2021 1 N 0395-831-45 16779 DESERT STAR ST BLDR20-00572 SFD O 0 0 1 2/19/2021 1 N 0395-841-38 16830 DESERT STAR ST BLDR20-00709 SFD O 0 0 1 3/10/2021 1 N 3136-331-04 12267 VERANO ST BLDR19-01443 SFD O 0 0 1 3/11/2021 1 N 3092-412-15 12948 WHISPERING CREEK
WAY BLDR20-00352 SFD O 0 0 1 3/10/2021 1 N
0477-493-14 13722 GREENWOOD PL BLDR19-01201 SFD O 0 0 1 4/7/2021 1 N 0395-841-39 16838 DESERT STAR ST BLDR20-00710 SFD O 0 0 1 3/10/2021 1 N 3096-244-25 11543 GAYNESWOOD ST BLDR20-00564 SFD O 0 0 1 3/23/2021 1 N 3071-951-45 11753 KIRKLAND ST BLDR19-01308 SFD O 0 0 1 3/24/2021 1 N 3094-041-14 13093 DAWN RIDGE WAY BLDR19-01056 SFD O 0 0 1 3/9/2021 1 N 3092-412-16 12952 WHISPERING CREEK
WAY BLDR20-00353 SFD O 0 0 1 2/26/2021 1 N
3071-951-55 11760 KIRKLAND ST BLDR19-01311 SFD O 0 0 1 3/25/2021 1 N 3071-951-10 11785 SUTTON ST BLDR19-01347 SFD O 0 0 1 3/17/2021 1 N 3071-951-06 11833 SUTTON ST BLDR19-01335 SFD O 0 0 1 3/11/2021 1 N 3103-052-33 13915 CAMINO CINCO ST BLDR20-00628 SFD O 0 0 1 3/12/2021 1 N 3136-401-07 11127 MESA LINDA ST BLDR20-00831 SFD O 0 0 1 8/16/2021 1 N 0395-852-27 16871 UKIAH ST BLDR21-00077 SFD O 0 0 1 8/19/2021 1 N 3092-412-04 12942 ROCKY TRAIL WAY BLDR20-00669 SFD O 0 0 1 8/9/2021 1 N 3092-412-07 12978 ROCKY TRAIL WAY BLDR20-00672 SFD O 0 0 1 6/23/2021 1 N 3092-412-13 12953 ROCKY TRAIL WAY BLDR20-00678 SFD O 0 0 1 6/24/2021 1 N 3092-412-28 15659 WHISPERING CREEK
WAY BLDR20-00680 SFD O 0 0 1 8/9/2021 1 N
0395-851-23 16827 UKIAH ST BLDR20-00929 SFD O 0 0 1 7/23/2021 1 N 3096-244-17 13262 HOMELAND ST BLDR20-00918 SFD O 0 0 1 7/27/2021 1 N 0395-851-26 16851 UKIAH ST BLDR21-00075 SFD O 0 0 1 7/28/2021 1 N 0395-852-28 16862 DESERT WILLOW ST BLDR21-00283 SFD O 0 0 1 10/18/2021 1 N 3094-111-12 13363 VIA PALMA RD BLDR20-00110 SFD O 0 0 1 10/20/2021 1 N 0395-852-29 16866 DESERT WILLOW ST BLDR21-00282 SFD O 0 0 1 10/21/2021 1 N 3134-561-21 12783 TERYN CT BLDR21-00367 SFD O 0 0 1 10/22/2021 1 N 3136-401-18 12510 MARMAC CT BLDR21-00237 SFD O 0 0 1 11/19/2021 1 N 0395-841-16 16868 DESERT LILY ST BLDR21-00389 SFD O 0 0 1 11/24/2021 1 N 3134-561-23 12759 TERYN CT BLDR21-00037 SFD O 0 0 1 9/17/2021 1 N 3134-561-18 12764 TERYN CT BLDR21-00034 SFD O 0 0 1 9/17/2021 1 N 3136-401-12 12536 VERANO ST BLDR20-00900 SFD O 0 0 1 9/20/2021 1 N 3136-401-13 12544 VERANO ST BLDR20-00901 SFD O 0 0 1 9/21/2021 1 N 3135-391-17 12687 ALVEDA ST BLDR21-00090 SFD O 0 0 1 9/21/2021 1 N 3135-391-03 12674 ALVEDA ST BLDR21-00087 SFD O 0 0 1 9/21/2021 1 N 3136-401-35 11129 HYATT LN BLDR20-00903 SFD O 0 0 1 9/23/2021 1 N 3071-841-26 11727 BRUSH HOLLOW LN BLDR21-00438 SFD O 0 0 1 9/23/2021 1 N 3096-244-08 13261 FREMONTIA RD BLDR21-00041 SFD O 0 0 1 9/30/2021 1 N 3096-244-07 13253 FREMONTIA RD BLDR21-00040 SFD O 0 0 1 9/30/2021 1 N 0395-852-18 16884 UKIAH ST BLDR21-00201 SFD O 0 0 1 9/2/2021 1 N 3094-031-10 13028 DAWN RIDGE WAY BLDR19-01157 SFD O 0 0 1 10/4/2021 1 N 0395-852-37 16889 DESERT WILLOW ST BLDR21-00252 SFD O 0 0 1 9/29/2021 1 N 0395-071-14 16667 VILLAGE DRIVE BLDR19-01204 SFD O 0 0 1 3/30/2021 1 N 3071-841-15 11804 BRUSH HOLLOW LN BLDR21-00631 SFD O 0 0 1 11/30/2021 1 N 3096-014-50 12578 AVA LOMA ST BLDR21-00412 SFD O 0 0 1 12/1/2021 1 N 0395-852-48 15855 CALAVARES CT BLDR21-00353 SFD O 0 0 1 12/7/2021 1 N 3094-031-17 12942 DAWN RIDGE WAY BLDR19-01164 SFD O 0 0 1 12/7/2021 1 N 3096-242-18 11561 LUNA RD BLDR21-00530 SFD O 0 0 1 12/8/2021 1 N 3071-841-32 11783 BRUSH HOLLOW LN BLDR21-00634 SFD O 0 0 1 12/8/2021 1 N 3134-551-25 12855 TERYN CT BLDR21-00666 SFD O 0 0 1 12/20/2021 1 N 3136-401-26 12517 GOLD DUST WAY BLDR21-00288 SFD O 0 0 1 12/21/2021 1 N 3136-401-24 12533 GOLD DUST WAY BLDR21-00286 SFD O 0 0 1 12/22/2021 1 N 3071-841-02 11723 FRESH MEADOW PL BLDR21-00868 SFD O 0 0 1 12/22/2021 1 N 3096-612-51 11979 GLEN AVON ST BLDR21-00518 SFD O 0 0 1 12/27/2021 1 N 3096-612-47 11931 GLEN AVON ST BLDR21-00514 SFD O 0 0 1 12/27/2021 1 N 3096-612-50 11967 GLEN AVON ST BLDR21-00517 SFD O 0 0 1 12/27/2021 1 N 3096-612-58 12835 CLAREMORE ST BLDR21-00692 SFD O 0 0 1 12/30/2021 1 N 3096-612-41 12844 CLAREMORE ST BLDR21-00690 SFD O 0 0 1 12/30/2021 1 N 3094-091-51 13382 ADLER ST BLDR21-00478 SFD O 0 0 1 12/30/2021 1 N 3071-941-09 11885 SAXTON WAY BLDR19-01269 SFD O 0 0 1 1/7/2021 1 N 3071-951-32 11866 KIRKSTON PL BLDR19-01318 SFD O 0 0 1 2/12/2021 1 N 0395-851-19 16788 UKIAH ST BLDR20-00856 SFD O 0 0 1 5/21/2021 1 N 3134-561-62 11695 IVERSON ST BLDR20-00887 SFD O 0 0 1 5/25/2021 1 N 3071-941-14 11884 SAXTON WAY BLDR19-01275 SFD O 0 0 1 1/13/2021 1 N 0395-751-38 15748 SHASTA LN BLDR19-01185 SFD O 0 0 1 1/5/2021 1 N 3071-951-08 11809 SUTTON ST BLDR19-01345 SFD O 0 0 1 3/18/2021 1 N 3094-041-64 13065 DAWN RIDGE WAY BLDR19-01058 SFD O 0 0 1 4/8/2021 1 N 3071-951-56 11772 KIRKLAND ST BLDR19-01312 SFD O 0 0 1 3/25/2021 1 N 0395-852-13 16883 DESERT STAR ST BLDR20-00784 SFD O 0 0 1 5/11/2021 1 N 3071-951-19 11716 SUTTON ST BLDR19-01341 SFD O 0 0 1 5/18/2021 1 N 3071-951-53 11736 KIRKLAND ST BLDR19-01309 SFD O 0 0 1 3/25/2021 1 N 3136-391-03 11273 MESA LINDA ST BLDR20-00523 SFD O 0 0 1 4/9/2021 1 N 3092-412-25 12945 WHISPERING CREEK
WAY BLDR20-00349 SFD O 0 0 1 3/16/2021 1 N
3071-951-50 11700 KIRKLAND ST BLDR19-01326 SFD O 0 0 1 3/30/2021 1 N 3136-331-07 12295 VERANO ST BLDR19-01446 SFD O 0 0 1 3/12/2021 1 N 3090-091-43 16192 MESA LARGO ST BLDR20-00501 SFD O 0 0 1 3/16/2021 1 N 3136-391-01 11297 MESA LINDA ST BLDR20-00521 SFD O 0 0 1 4/9/2021 1 N 3136-341-05 12363 VERANO ST BLDR20-00581 SFD O 0 0 1 5/20/2021 1 N 3094-041-25 12992 LUNA RD BLDR19-01070 SFD O 0 0 1 6/4/2021 1 N 3096-243-21 11589 ECHO GLEN ST BLDR20-00701 SFD O 0 0 1 5/19/2021 1 N 3071-951-17 11701 SUTTON ST BLDR19-01339 SFD O 0 0 1 5/14/2021 1 N 3094-031-07 13056 DAWN RIDGE WAY BLDR19-01063 SFD O 0 0 1 4/15/2021 1 N 3092-412-34 12956 NINTH AVE BLDR20-00610 SFD O 0 0 1 6/7/2021 1 N 3103-922-08 12484 DOS PALMAS RD BLDR20-00878 SFD O 0 0 1 5/21/2021 1 N 3136-341-06 12375 VERANO ST BLDR20-00582 SFD O 0 0 1 5/21/2021 1 N 3094-041-55 13354 FICUS CT BLDR19-01067 SFD O 0 0 1 5/10/2021 1 N 3071-951-22 11752 SUTTON ST BLDR19-01382 SFD O 0 0 1 4/16/2021 1 N 3094-041-54 13366 FICUS CT BLDR19-01066 SFD O 0 0 1 5/10/2021 1 N 3135-391-21 12676 BERENDA ST BLDR20-00487 SFD O 0 0 1 2/25/2021 1 N 3071-951-29 11848 KIRKSTON PL BLDR19-01314 SFD O 0 0 1 2/12/2021 1 N 3094-041-24 13014 LUNA RD BLDR19-01021 SFD O 0 0 1 2/10/2021 1 N 3071-951-33 11872 KIRKSTON PL BLDR19-01319 SFD O 0 0 1 2/16/2021 1 N 3096-243-12 11550 GAYNESWOOD ST BLDR20-00496 SFD O 0 0 1 2/26/2021 1 N 3136-331-21 12253 DEBORAH PL BLDR19-01436 SFD O 0 0 1 2/11/2021 1 N 3103-052-23 13948 MESA LINDA AVE BLDR20-00846 SFD O 0 0 1 3/29/2021 1 N 0395-841-23 16843 DESERT STAR ST BLDR20-00720 SFD O 0 0 1 4/1/2021 1 N 0395-852-14 16879 DESERT STAR ST BLDR20-00785 SFD O 0 0 1 5/11/2021 1 N 0395-841-34 16798 DESERT STAR ST BLDR20-00620 SFD O 0 0 1 2/19/2021 1 N 3071-951-01 11853 KIRKSTON PL BLDR19-01329 SFD O 0 0 1 3/18/2021 1 N 3071-951-47 11729 KIRKLAND ST BLDR19-01323 SFD O 0 0 1 3/30/2021 1 N 0395-841-28 16803 DESERT STAR ST BLDR20-00715 SFD O 0 0 1 3/10/2021 1 N 3136-331-01 12231 VERANO ST BLDR20-00297 SFD O 0 0 1 3/11/2021 1 N 3136-331-13 12274 DEBORAH PL BLDR19-01432 SFD O 0 0 1 2/12/2021 1 N 3103-052-20 13984 MESA LINDA AVE BLDR20-00842 SFD O 0 0 1 3/29/2021 1 N 3103-783-07 11838 FAR HILLS LN BLDR19-00069 SFD O 0 0 1 5/21/2021 1 N 3094-041-27 12976 LUNA RD BLDR19-01072 SFD O 0 0 1 6/3/2021 1 N 3094-041-22 13038 LUNA RD BLDR19-01019 SFD O 0 0 1 2/10/2021 1 N 3096-244-27 11557 GAYNESWOOD ST BLDR20-00495 SFD O 0 0 1 2/26/2021 1 N 0395-841-32 16782 DESERT STAR ST BLDR20-00618 SFD O 0 0 1 2/19/2021 1 N 3136-331-14 12262 DEBORAH PL BLDR19-01433 SFD O 0 0 1 2/12/2021 1 N 3094-111-29 13326 VIA PALMA RD BLDR19-01353 SFD O 0 0 1 6/10/2021 1 N 0395-822-20 16779 UKIAH ST BLDR20-00858 SFD O 0 0 1 6/1/2021 1 N 0395-822-01 16780 UKIAH ST BLDR20-00855 SFD O 0 0 1 5/21/2021 1 N 3096-243-20 11581 ECHO GLEN ST BLDR20-00700 SFD O 0 0 1 5/19/2021 1 N 3094-111-32 13352 VIA PALMA RD BLDR19-01357 SFD O 0 0 1 6/10/2021 1 N 3103-052-30 13879 CAMINO CINCO ST BLDR20-00625 SFD O 0 0 1 3/12/2021 1 N 0395-751-10 15120 TAWNEY RIDGE LN BLDR19-01182 SFD O 0 0 1 1/14/2021 1 N 3072-151-36 11695 LAUREL OAK RD BLDR19-01304 ADU O 0 0 1 1/14/2021 1 N 3136-391-02 11285 MESA LINDA ST BLDR20-00522 SFD O 0 0 1 4/9/2021 1 N 0395-841-27 16811 DESERT STAR ST BLDR20-00716 SFD O 0 0 1 3/10/2021 1 N 3096-243-14 11536 GAYNESWOOD ST BLDR20-00565 SFD O 0 0 1 3/23/2021 1 N 3135-392-05 15151 CORLITA ST BLDR20-00566 SFD O 0 0 1 3/25/2021 1 N 3134-561-54 11615 IVERSON ST BLDR20-00888 SFD O 0 0 1 6/29/2021 1 N 3136-391-09 11217 MESA LINDA ST BLDR20-00602 SFD O 0 0 1 6/22/2021 1 N 3135-391-06 12646 ALVEDA ST BLDR20-00808 SFD O 0 0 1 6/29/2021 1 N 3135-391-12 12635 ALVEDA ST BLDR20-00810 SFD O 0 0 1 6/30/2021 1 N 3135-391-08 12622 ALVEDA ST BLDR20-00804 SFD O 0 0 1 6/17/2021 1 N 3071-951-13 11749 SUTTON ST BLDR19-01381 SFD O 0 0 1 4/16/2021 1 N 3071-951-20 11728 SUTTON ST BLDR19-01342 SFD O 0 0 1 5/14/2021 1 N 3096-244-22 13222 HOMELAND ST BLDR20-00699 SFD O 0 0 1 5/6/2021 1 N 3094-041-62 13343 FICUS CT BLDR19-01069 SFD O 0 0 1 5/10/2021 1 N 3071-332-12 12030 KNIGHT CT BLDR18-00438 SFD O 0 0 1 7/1/2021 1 N 0395-851-21 16811 UKIAH ST BLDR20-00924 SFD O 0 0 1 7/6/2021 1 N 3071-333-51 11985 BECKHAM PL BLDR18-00441 SFD O 0 0 1 6/30/2021 1 N 3135-391-07 12634 ALVEDA ST BLDR20-00809 SFD O 0 0 1 6/29/2021 1 N 3134-561-55 11627 IVERSON ST BLDR20-00890 SFD O 0 0 1 6/29/2021 1 N 3096-243-19 11575 ECHO GLEN ST BLDR20-00815 SFD O 0 0 1 6/11/2021 1 N 0395-822-22 16795 UKIAH ST BLDR20-00860 SFD O 0 0 1 6/22/2021 1 N Jurisdiction Victorville ANNUAL ELEMENT PROGRESS REPORT Reporting Year 2021 (Jan. 1 - Dec. 31) Housing Element Implementation Cells in grey contain auto-calculation formulas Planning Period 5th Cycle 10/15/2013 - 10/15/2021
Note: "+" indicates an optional field
(CCR Title 25 §6202)
3136-331-20 12241 DEBORAH PL BLDR20-00274 SFD O 0 0 1 1/20/2021 1 N 0395-161-13 15887 MESETA RD BLDR19-00322 SFD O 0 0 1 7/8/2021 1 N 3136-391-07 11233 MESA LINDA ST BLDR20-00600 SFD O 0 0 1 6/23/2021 1 N 3096-244-10 13277 FREMONTIA RD BLDR21-00081 SFD O 0 0 1 8/12/2021 1 N 3094-041-61 13339 FICUS CT BLDR20-00792 SFD O 0 0 1 7/14/2021 1 N 3092-412-01 12914 ROCKY TRAIL WAY BLDR20-00666 SFD O 0 0 1 7/16/2021 1 N 3136-401-02 11179 MESA LINDA ST BLDR20-00826 SFD O 0 0 1 8/16/2021 1 N 3090-091-09 13216 TRAIL RIDGE WAY BLDR20-00780 SFD O 0 0 1 8/18/2021 1 N 3093-321-01 12689 BALSAM RD BLDR19-00904 SFD O 0 0 1 9/29/2021 1 N 0395-852-31 16874 DESERT WILLOW ST BLDR21-00275 SFD O 0 0 1 10/1/2021 1 N 0395-852-40 16877 DESERT WILLOW ST BLDR21-00273 SFD O 0 0 1 10/1/2021 1 N 0395-852-21 16895 UKIAH ST BLDR21-00207 SFD O 0 0 1 9/17/2021 1 N 0395-852-15 16872 UKIAH ST BLDR21-00155 SFD O 0 0 1 8/19/2021 1 N 0395-852-20 16892 UKIAH ST BLDR21-00203 SFD O 0 0 1 9/2/2021 1 N 0395-852-24 16883 UKIAH ST BLDR21-00188 SFD O 0 0 1 9/1/2021 1 N 3090-091-14 13255 TRAIL RIDGE WAY BLDR20-00868 SFD O 0 0 1 10/6/2021 1 N 0395-852-33 16882 DESERT WILLOW ST BLDR21-00255 SFD O 0 0 1 10/6/2021 1 N 0395-852-26 16875 UKIAH ST BLDR21-00078 SFD O 0 0 1 8/25/2021 1 N 3092-412-05 12954 ROCKY TRAIL WAY BLDR20-00670 SFD O 0 0 1 8/9/2021 1 N 3092-412-12 12965 ROCKY TRAIL WAY BLDR20-00677 SFD O 0 0 1 6/24/2021 1 N 3090-091-12 13239 TRAIL RIDGE WAY BLDR20-00799 SFD O 0 0 1 8/31/2021 1 N 3094-041-29 12952 LUNA RD BLDR19-01152 SFD O 0 0 1 9/7/2021 1 N 3094-041-30 12948 LUNA RD BLDR19-01153 SFD O 0 0 1 9/7/2021 1 N 3134-561-22 12771 TERYN CT BLDR21-00036 SFD O 0 0 1 9/17/2021 1 N 3136-401-09 12514 VERANO ST BLDR20-00897 SFD O 0 0 1 9/20/2021 1 N 3135-391-02 12686 ALVEDA ST BLDR21-00086 SFD O 0 0 1 9/21/2021 1 N 3071-841-23 11724 BRUSH HOLLOW LN BLDR21-00435 SFD O 0 0 1 9/23/2021 1 N 3090-091-66 13262 PLAZA LAREDO WAY BLDR20-00639 SFD O 0 0 1 7/22/2021 1 N 0395-851-16 16812 UKIAH ST BLDR20-00922 SFD O 0 0 1 7/22/2021 1 N 0395-851-15 16820 UKIAH ST BLDR20-00926 SFD O 0 0 1 7/26/2021 1 N 0395-851-08 16867 UKIAH ST BLDR21-00130 SFD O 0 0 1 7/28/2021 1 N 0395-851-24 16835 UKIAH ST BLDR20-00930 SFD O 0 0 1 7/27/2021 1 N 3094-041-52 13359 HYACINTH CT BLDR19-01141 SFD O 0 0 1 10/11/2021 1 N 3094-041-53 13363 HYACINTH CT BLDR19-01142 SFD O 0 0 1 10/11/2021 1 N 3094-041-43 13368 HYACINTH CT BLDR19-01139 SFD O 0 0 1 10/11/2021 1 N 3071-832-27 11574 MESA LINDA ST BLDR21-00246 SFD O 0 0 1 10/19/2021 1 N 3094-111-15 13333 VIA PALMA RD BLDR20-00114 SFD O 0 0 1 10/20/2021 1 N 3136-391-80 11213 HYATT LN BLDR21-00055 SFD O 0 0 1 10/19/2021 1 N 3136-401-28 11197 HYATT LN BLDR21-00057 SFD O 0 0 1 10/19/2021 1 N 3071-832-13 12484 GUADALUPE ST BLDR21-00243 SFD O 0 0 1 10/21/2021 1 N 3071-832-14 12492 GUADALUPE ST BLDR21-00244 SFD O 0 0 1 10/22/2021 1 N 0395-851-07 16858 DESERT WILLOW ST BLDR21-00300 SFD O 0 0 1 10/22/2021 1 N 3090-091-11 13227 TRAIL RIDGE WAY BLDR20-00867 SFD O 0 0 1 10/27/2021 1 N 3096-244-02 13213 FREMONTIA RD BLDR21-00450 SFD O 0 0 1 10/28/2021 1 N 3094-111-11 13367 VIA PALMA RD BLDR20-00109 SFD O 0 0 1 11/10/2021 1 N 3071-841-19 11764 BRUSH HOLLOW LN BLDR21-00612 SFD O 0 0 1 11/17/2021 1 N 3071-841-29 11755 BRUSH HOLLOW LN BLDR21-00614 SFD O 0 0 1 11/17/2021 1 N 3136-401-14 12543 MARMAC CT BLDR21-00233 SFD O 0 0 1 11/19/2021 1 N 0395-852-05 16879 DESERT LILY ST BLDR21-00394 SFD O 0 0 1 11/24/2021 1 N 3096-242-21 11591 LUNA RD BLDR21-00489 SFD O 0 0 1 11/24/2021 1 N 3094-112-15 13311 VIA DEL LAGO BLDR19-01362 SFD O 0 0 1 12/2/2021 1 N 3071-841-35 11829 BRUSH HOLLOW LN BLDR21-00637 SFD O 0 0 1 12/7/2021 1 N 3096-242-16 11545 LUNA RD BLDR21-00528 SFD O 0 0 1 12/8/2021 1 N 3090-091-10 13215 TRAIL RIDGE WAY BLDR21-00177 SFD O 0 0 1 12/14/2021 1 N 3134-551-21 12824 TERYN CT BLDR21-00556 SFD O 0 0 1 12/15/2021 1 N 3134-551-22 12836 TERYN CT BLDR21-00558 SFD O 0 0 1 12/16/2021 1 N 3134-551-23 12848 TERYN CT BLDR21-00664 SFD O 0 0 1 12/20/2021 1 N 3136-401-23 12541 GOLD DUST WAY BLDR21-00285 SFD O 0 0 1 12/21/2021 1 N 3136-391-11 12508 GOLD DUST WAY BLDR21-00290 SFD O 0 0 1 12/21/2021 1 N 3136-391-13 12524 GOLD DUST WAY BLDR21-00292 SFD O 0 0 1 12/22/2021 1 N 3096-612-48 11943 GLEN AVON ST BLDR21-00515 SFD O 0 0 1 12/27/2021 1 N 3096-612-57 12823 CLAREMORE ST BLDR21-00688 SFD O 0 0 1 12/27/2021 1 N 3071-841-01 11711 FRESH MEADOW PL BLDR21-00867 SFD O 0 0 1 12/27/2021 1 N 3094-091-53 13377 ADLER ST BLDR21-00480 SFD O 0 0 1 12/30/2021 1 N 3096-612-60 12859 CLAREMORE ST BLDR21-00694 SFD O 0 0 1 12/30/2021 1 N 3071-841-06 11763 FRESH MEADOW PL BLDR21-00872 SFD O 0 0 1 12/27/2021 1 N 3071-841-04 11747 FRESH MEADOW PL BLDR21-00870 SFD O 0 0 1 12/27/2021 1 N 3096-244-09 13269 FREMONTIA RD BLDR21-00080 SFD O 0 0 1 8/12/2021 1 N 3096-244-20 13238 HOMELAND ST BLDR20-00697 SFD O 0 0 1 5/6/2021 1 N 3071-941-13 11872 SAXTON WAY BLDR19-01274 SFD O 0 0 1 1/13/2021 1 N 3136-331-18 12222 DEBORAH PL BLDR19-01425 SFD O 0 0 1 1/19/2021 1 N 3096-244-21 13230 HOMELAND ST BLDR20-00698 SFD O 0 0 1 5/6/2021 1 N 3136-331-37 12233 DEL SUR ST BLDR19-01429 SFD O 0 0 1 5/5/2021 1 N 3090-091-68 13246 PLAZA LAREDO WAY BLDR20-00512 SFD O 0 0 1 5/14/2021 1 N 3096-242-09 11584 ECHO GLEN ST BLDR20-00703 SFD O 0 0 1 5/19/2021 1 N 3071-951-12 11761 SUTTON ST BLDR19-01380 SFD O 0 0 1 4/16/2021 1 N 3134-561-59 11667 IVERSON ST BLDR20-00884 SFD O 0 0 1 5/25/2021 1 N 3103-052-32 13903 CAMINO CINCO ST BLDR20-00627 SFD O 0 0 1 3/12/2021 1 N 3093-351-31 12716 NINTH AVE BLDR19-00885 SFD O 0 0 1 3/8/2021 1 N 3092-412-22 12983 WHISPERING CREEK
WAY BLDR20-00466 SFD O 0 0 1 3/25/2021 1 N
0395-841-26 16819 DESERT STAR ST BLDR20-00717 SFD O 0 0 1 3/10/2021 1 N 3136-331-06 12283 VERANO ST BLDR20-00299 SFD O 0 0 1 3/15/2021 1 N 3094-041-20 13054 LUNA RD BLDR19-01014 SFD O 0 0 1 1/28/2021 1 N 3136-331-23 12277 DEBORAH PL BLDR20-00296 SFD O 0 0 1 2/11/2021 1 N 3071-951-40 11863 THORNE ST BLDR19-01285 SFD O 0 0 1 2/8/2021 1 N 3135-391-22 12664 BERENDA ST BLDR20-00488 SFD O 0 0 1 2/25/2021 1 N 3071-951-43 11777 KIRKLAND ST BLDR19-01306 SFD O 0 0 1 3/24/2021 1 N 3092-412-21 12995 WHISPERING CREEK
WAY BLDR20-00465 SFD O 0 0 1 3/25/2021 1 N
3071-951-38 11891 THORNE ST BLDR19-01283 SFD O 0 0 1 2/8/2021 1 N 3071-951-51 11712 KIRKLAND ST BLDR19-01327 SFD O 0 0 1 3/30/2021 1 N 3103-052-22 13960 MESA LINDA AVE BLDR20-00843 SFD O 0 0 1 3/29/2021 1 N 0395-841-25 16827 DESERT STAR ST BLDR20-00718 SFD O 0 0 1 3/15/2021 1 N 3096-244-24 11533 GAYNESWOOD ST BLDR20-00563 SFD O 0 0 1 3/23/2021 1 N 0395-852-07 16878 DESERT STAR ST BLDR20-00775 SFD O 0 0 1 4/9/2021 1 N 0395-841-40 16846 DESERT STAR ST BLDR20-00711 SFD O 0 0 1 3/17/2021 1 N 3092-412-19 12988 WHISPERING CREEK
WAY BLDR20-00514 SFD O 0 0 1 3/25/2021 1 N
3071-951-44 11765 KIRKLAND ST BLDR19-01307 SFD O 0 0 1 3/24/2021 1 N 3135-392-06 15165 CORLITA ST BLDR20-00567 SFD O 0 0 1 3/25/2021 1 N 3071-951-27 11816 SUTTON ST BLDR19-01350 SFD O 0 0 1 3/19/2021 1 N 3103-052-48 13886 CAMINO CINCO ST BLDR20-00632 SFD O 0 0 1 3/12/2021 1 N 3094-031-03 13096 DAWN RIDGE WAY BLDR19-01053 SFD O 0 0 1 3/9/2021 1 N 3136-391-04 11269 MESA LINDA ST BLDR20-00524 SFD O 0 0 1 4/9/2021 1 N 0395-822-19 16771 UKIAH ST BLDR20-00857 SFD O 0 0 1 6/1/2021 1 N 3103-922-09 12496 DOS PALMAS RD BLDR20-00879 SFD O 0 0 1 5/21/2021 1 N 3094-111-27 13308 VIA PALMA RD BLDR20-00325 SFD O 0 0 1 6/9/2021 1 N 0395-852-12 16887 DESERT STAR ST BLDR20-00783 SFD O 0 0 1 5/11/2021 1 N 3103-922-07 12472 DOS PALMAS RD BLDR20-00877 SFD O 0 0 1 5/21/2021 1 N 3092-412-09 12993 ROCKY TRAIL WAY BLDR20-00674 SFD O 0 0 1 5/18/2021 1 N 0395-852-11 16891 DESERT STAR ST BLDR20-00781 SFD O 0 0 1 4/14/2021 1 N 0395-801-36 16639 UKIAH ST BLDR19-01317 SFD O 0 0 1 1/14/2021 1 N 3136-331-19 12237 DEBORAH PL BLDR20-00273 SFD O 0 0 1 1/19/2021 1 N 3136-391-06 11247 MESA LINDA ST BLDR20-00599 SFD O 0 0 1 6/21/2021 1 N 3096-242-10 11578 ECHO GLEN ST BLDR20-00813 SFD O 0 0 1 6/11/2021 1 N 3096-243-16 11541 ECHO GLEN ST BLDR20-00816 SFD O 0 0 1 6/25/2021 1 N 3135-391-13 12647 ALVEDA ST BLDR20-00811 SFD O 0 0 1 6/30/2021 1 N 3071-332-07 12090 KNIGHT CT BLDR18-00435 SFD O 0 0 1 7/8/2021 1 N 3071-332-08 12078 KNIGHT CT BLDR18-00436 SFD O 0 0 1 7/7/2021 1 N 3071-333-52 11997 BECKHAM PL BLDR18-00442 SFD O 0 0 1 7/9/2021 1 N 3134-561-58 11655 IVERSON ST BLDR20-00893 SFD O 0 0 1 6/29/2021 1 N 3090-091-75 13245 PLAZA LAREDO WAY BLDR20-00746 SFD O 0 0 1 6/30/2021 1 N 3135-391-09 12610 ALVEDA ST BLDR20-00805 SFD O 0 0 1 6/17/2021 1 N 3092-412-11 12977 ROCKY TRAIL WAY BLDR20-00676 SFD O 0 0 1 4/16/2021 1 N 3092-412-36 12982 NINTH AVE BLDR20-00612 SFD O 0 0 1 4/16/2021 1 N 3071-332-03 12057 KNIGHT CT BLDR18-00431 SFD O 0 0 1 7/7/2021 1 N 3071-332-02 12045 KNIGHT CT BLDR18-00430 SFD O 0 0 1 7/8/2021 1 N 3094-041-28 12964 LUNA RD BLDR19-01073 SFD O 0 0 1 6/3/2021 1 N 3135-391-26 12622 BERENDA ST BLDR20-00691 SFD O 0 0 1 5/28/2021 1 N 3135-392-01 12613 BERENDA ST BLDR20-00693 SFD O 0 0 1 5/28/2021 1 N 3092-412-33 12944 NINTH AVE BLDR20-00609 SFD O 0 0 1 5/19/2021 1 N 0395-841-29 16795 DESERT STAR ST BLDR20-00570 SFD O 0 0 1 2/16/2021 1 N 3071-951-41 11849 THORNE ST BLDR19-01286 SFD O 0 0 1 2/8/2021 1 N 3136-401-06 11139 MESA LINDA ST BLDR20-00830 SFD O 0 0 1 8/16/2021 1 N 3136-401-05 11143 MESA LINDA ST BLDR20-00829 SFD O 0 0 1 8/16/2021 1 N 3135-391-14 12659 ALVEDA ST BLDR20-00933 SFD O 0 0 1 8/18/2021 1 N 3092-412-14 12941 ROCKY TRAIL WAY BLDR20-00679 SFD O 0 0 1 6/24/2021 1 N 3092-412-03 12938 ROCKY TRAIL WAY BLDR20-00668 SFD O 0 0 1 6/23/2021 1 N 3094-041-33 12912 LUNA RD BLDR19-01156 SFD O 0 0 1 9/7/2021 1 N 3094-041-32 12924 LUNA RD BLDR19-01155 SFD O 0 0 1 9/7/2021 1 N 3094-041-31 12936 LUNA RD BLDR19-01154 SFD O 0 0 1 9/7/2021 1 N 3071-832-26 11562 MESA LINDA ST BLDR21-00245 SFD O 0 0 1 10/19/2021 1 N 3094-111-13 13355 VIA PALMA RD BLDR20-00111 SFD O 0 0 1 10/20/2021 1 N 3136-401-33 11145 HYATT LN BLDR21-00062 SFD O 0 0 1 10/21/2021 1 N 3136-401-30 11173 HYATT LN BLDR21-00059 SFD O 0 0 1 10/21/2021 1 N 0395-852-30 16870 DESERT WILLOW ST BLDR21-00281 SFD O 0 0 1 10/22/2021 1 N 3134-551-30 12795 TERYN CT BLDR21-00366 SFD O 0 0 1 10/25/2021 1 N 3096-244-03 13221 FREMONTIA RD BLDR21-00451 SFD O 0 0 1 10/29/2021 1 N 3096-244-04 13229 FREMONTIA RD BLDR21-00452 SFD O 0 0 1 10/29/2021 1 N 3092-412-30 15635 WHISPERING CREEK
WAY BLDR20-00681 SFD O 0 0 1 11/10/2021 1 N
3094-041-46 13332 HYACINTH CT BLDR19-01144 SFD O 0 0 1 11/15/2021 1 N 3071-841-18 11776 BRUSH HOLLOW LN BLDR21-00611 SFD O 0 0 1 11/18/2021 1 N 3071-841-20 11752 BRUSH HOLLOW LN BLDR21-00613 SFD O 0 0 1 11/17/2021 1 N 3071-841-31 11779 BRUSH HOLLOW LN BLDR21-00616 SFD O 0 0 1 11/19/2021 1 N 3136-401-15 12535 MARMAC CT BLDR21-00234 SFD O 0 0 1 11/19/2021 1 N 3136-401-19 12518 MARMAC CT BLDR21-00238 SFD O 0 0 1 11/19/2021 1 N 3136-401-20 12526 MARMAC CT BLDR21-00239 SFD O 0 0 1 11/19/2021 1 N 3136-401-16 12527 MARMAC CT BLDR21-00235 SFD O 0 0 1 11/19/2021 1 N 0395-852-02 16884 DESERT LILY ST BLDR21-00392 SFD O 0 0 1 11/24/2021 1 N 0395-852-43 15864 CALAVARES CT BLDR21-00335 SFD O 0 0 1 11/24/2021 1 N 0395-841-15 16860 DESERT LILY ST BLDR21-00388 SFD O 0 0 1 11/24/2021 1 N 3134-561-19 12776 TERYN CT BLDR21-00035 SFD O 0 0 1 9/17/2021 1 N 3136-401-10 12522 VERANO ST BLDR20-00898 SFD O 0 0 1 9/20/2021 1 N 3093-351-23 12703 MAGNOLIA AVE BLDR20-00326 SFD O 0 0 1 2/23/2021 1 N 3136-401-11 12528 VERANO ST BLDR20-00899 SFD O 0 0 1 9/20/2021 1 N 3135-391-01 12698 ALVEDA ST BLDR21-00085 SFD O 0 0 1 9/21/2021 1 N 3136-401-34 11133 HYATT LN BLDR20-00902 SFD O 0 0 1 9/22/2021 1 N 3135-391-16 12675 ALVEDA ST BLDR21-00088 SFD O 0 0 1 9/21/2021 1 N 0395-852-35 16890 DESERT WILLOW ST BLDR21-00224 SFD O 0 0 1 9/17/2021 1 N 0395-852-23 16887 UKIAH ST BLDR21-00189 SFD O 0 0 1 9/1/2021 1 N 0395-852-22 16891 UKIAH ST BLDR21-00190 SFD O 0 0 1 9/2/2021 1 N 3094-031-13 12982 DAWN RIDGE WAY BLDR19-01160 SFD O 0 0 1 10/4/2021 1 N 3094-041-44 13356 HYACINTH CT BLDR19-01140 SFD O 0 0 1 10/11/2021 1 N 0395-852-41 16873 DESERT WILLOW ST BLDR21-00274 SFD O 0 0 1 10/12/2021 1 N 3134-551-26 12843 TERYN CT BLDR21-00667 SFD O 0 0 1 12/20/2021 1 N 3136-391-12 12516 GOLD DUST WAY BLDR21-00291 SFD O 0 0 1 12/21/2021 1 N 0395-481-44 16187 HAMILTON CT BLDR19-01387 SFD O 0 0 1 12/21/2021 1 N 3136-401-27 12509 GOLD DUST WAY BLDR21-00289 SFD O 0 0 1 12/21/2021 1 N 3136-401-25 12525 GOLD DUST WAY BLDR21-00287 SFD O 0 0 1 12/22/2021 1 N 3096-612-46 11919 GLEN AVON ST BLDR21-00687 SFD O 0 0 1 12/27/2021 1 N 3096-612-44 12808 CLAREMORE ST BLDR21-00685 SFD O 0 0 1 12/27/2021 1 N 3096-612-42 12832 CLAREMORE ST BLDR21-00691 SFD O 0 0 1 12/30/2021 1 N 3094-091-52 13389 ADLER ST BLDR21-00479 SFD O 0 0 1 12/30/2021 1 N 3071-841-13 11828 BRUSH HOLLOW LN BLDR21-00629 SFD O 0 0 1 11/30/2021 1 N 3094-112-14 13323 VIA DEL LAGO BLDR19-01361 SFD O 0 0 1 12/2/2021 1 N 3094-112-16 13303 VIA DEL LAGO BLDR19-01363 SFD O 0 0 1 12/2/2021 1 N 0395-841-17 16867 DESERT LILY ST BLDR21-00390 SFD O 0 0 1 12/2/2021 1 N 0395-852-03 16895 DESERT LILY ST BLDR21-00393 SFD O 0 0 1 12/3/2021 1 N 3136-401-21 12534 MARMAC CT BLDR21-00240 SFD O 0 0 1 11/19/2021 1 N 3071-841-34 11817 BRUSH HOLLOW LN BLDR21-00636 SFD O 0 0 1 12/6/2021 1 N 3096-242-17 11553 LUNA RD BLDR21-00529 SFD O 0 0 1 12/8/2021 1 N 3096-014-57 12646 AVA LOMA ST BLDR21-00419 SFD O 0 0 1 12/9/2021 1 N 3134-551-29 12807 TERYN CT BLDR21-00562 SFD O 0 0 1 12/15/2021 1 N 3134-551-28 12819 TERYN CT BLDR21-00561 SFD O 0 0 1 12/15/2021 1 N 3134-561-17 12752 TERYN CT BLDR21-00029 SFD O 0 0 1 7/26/2021 1 N 3134-561-24 12747 TERYN CT BLDR21-00030 SFD O 0 0 1 7/26/2021 1 N 3096-244-18 13254 HOMELAND ST BLDR20-00919 SFD O 0 0 1 7/27/2021 1 N 3092-412-02 12926 ROCKY TRAIL WAY BLDR20-00667 SFD O 0 0 1 7/16/2021 1 N 3094-041-57 13338 FICUS CT BLDR19-01135 SFD O 0 0 1 7/13/2021 1 N 3096-243-15 11535 ECHO GLEN ST BLDR20-00921 SFD O 0 0 1 7/27/2021 1 N 3090-091-07 13232 TRAIL RIDGE WAY BLDR20-00759 SFD O 0 0 1 7/28/2021 1 N 0 0 0
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Jurisdiction Victorville ANNUAL ELEMENT PROGRESS REPORT Reporting Year 2021 (Jan. 1 - Dec. 31) Housing Element Implementation Cells in grey contain auto-calculation formulas Planning Period 5th Cycle 10/15/2013 - 10/15/2021
Note: "+" indicates an optional field
(CCR Title 25 §6202)
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Jurisdiction Victorville ANNUAL ELEMENT PROGRESS REPORT Reporting Year 2021 (Jan. 1 - Dec. 31) Housing Element Implementation Planning Period 5th Cycle 10/15/2013 - 10/15/2021 (CCR Title 25 §6202) 1 3 4
RHNA Allocation
by Income Level 2013 2014 2015 2016 2017 2018 2019 2020 2021 Total Units to Date (all years)
Total Remaining
RHNA by Income
Level
Deed Restricted - - - - - - - - - Non-Deed Restricted - - - - - - 7 - - Deed Restricted - - - - - - - - - Non-Deed Restricted - - - - - - - - - Deed Restricted - - - - - - - - - Non-Deed Restricted - - - - 104 - 144 - - Above Moderate 3,124 - - - - 14 - 288 508 7 817 2,307 7,371
- - - - 118 - 439 508 7 1,072 6,299 Note: units serving extremely low-income households are included in the very low-income permitted units totals and must be reported as very low-income units.

Please note: The APR form can only display data for one planning period. To view progress for a different planning period, you may login to HCD's online APR system, or contact HCD staff at [email protected]. 1,094
7 This table is auto-populated once you enter your jurisdiction name and current year data. Past year information comes from previous APRs.
248 Moderate
1,698
1,207
1,342
Please contact HCD if your data is different than the material supplied here -
2 Table B
Regional Housing Needs Allocation Progress
Permitted Units Issued by Affordability
1,691
1,207
Please note: For the last year of the 5th cycle, Table B will only include units that were permitted during the portion of the year that was in the 5th cycle. For the first year of the 6th cycle, Table B will include units that were permitted since the start of the planning period.

Total RHNA
Total Units
Income Level
Very Low
Low
Jurisdiction Victorville ANNUAL ELEMENT PROGRESS REPORT Reporting Year 2021 (Jan. 1 - Dec. 31) Housing Element Implementation Planning Period 5th Cycle 10/15/2013 - 10/15/2021
Date of Rezone Rezone Type
2 4 5 6 7 9 10 11
APN Street Address Project Name+
Local
Jurisdiction
Tracking ID+
Date of Rezone Very Low-Income Low-Income Moderate-IncomeAbove Moderate- Income
Rezone Type Parcel Size
(Acres)
General Plan
Designation Zoning Minimum
Density Allowed
Maximum
Density Allowed
Realistic
Capacity Vacant/NonvacantDescription of Existing
Uses
Note: "+" indicates an optional field
Cells in grey contain auto-calculation formulas
Summary Row: Start Data Entry Below
83 Project Identifier RHNA Shortfall by Household Income Category Sites Description 1 Sites Identified or Rezoned to Accommodate Shortfall Housing Need and No Net-Loss Law Table C
(CCR Title 25 §6202)
Jurisdiction Victorville
Reporting Year 2021 (Jan. 1 - Dec. 31)
1 2 3 4
Name of Program Objective Timeframe in H.E Status of Program Implementation Housing Rehabilitation
Program
Provide rehabilitation assistance to ensure
maintenance of the older housing stock.Ongoing Due to the pandemic the program was on hold until May 2021. The City assisted three households.

Code Enforcement Preserve housing units by enforcing
municipal codes. Ongoing
From 01/01/2021 to 12/31/2021: 3,552 code enforcement cases were created; 2,723 cases were closed; 375 cases had Notice of Pendecy's (NOP) recordded on their properties for code violations; 3 are in tax lien status; 829 remained open for resolution, which includes those with NOPs or in tax lien status.

Senior/Disabled Repair
Grants that provides a one-
time grant to eligible
senior/disabled homeowners
for minor home repairs
Assist seniors and the disabled with minor
home repairs
Ongoing - Goal 5-10
households annually
Due to the pandemic the program was on hold until May 2021. The City assisted 19 households to correct code violations, accessibility issues and major home component replacements such as roofs, water heaters, furnaces, etc.

Section 8 Rental VouchersEnsure continued availability of Section 8 Rental Vouchers. Ongoing According to the Housing Authority of the County of San Bernardino's 2020 Annual Report, the City of Victorville residents received 783 Housing Choice vouchers.

At-Risk Housing
Preservation
Protect the affordability of the City’s existing
assisted units. Ongoing No Activity
Affordable Housing
Monitoring
Maintain Compliance of Affordable Housing
Agreements Ongoing
The City completed it's affordable housing monitoring/compliance review for its 5 projects. As of January 2021, all properties/projects remain affordable. These include Northgate Village, Rodeo Meadows, Casa Bella, Impressions, and Hillcrest Apartments.

Density Bonuses Provide additional affordable units Within One Year of Adoption Ongoing Housing Programs Progress Report
Describe progress of all programs including local efforts to remove governmental constraints to the maintenance, improvement, and development of housing as identified in the housing element.

Table D
Program Implementation Status pursuant to GC Section 65583

ANNUAL ELEMENT PROGRESS REPORT
Housing Element Implementation
(CCR Title 25 §6202)
Inclusionary Housing
Utilize federal and state funds to provide
affordable units as part for market
developments.

On-going; Goal of 50
Inclusionary Housing units
annually
Ongoing
Tax Credit Developments
Offer financial assistance to qualified
housing developers who commit to provide
affordable units to leverage projects
Ongoing Ongoing
Encourage and facilitate
large lot development Develop policies to facilitate lot subdivision Within one year of adoptionDue to the housing crisis and new State Laws and goals, this program will be abandoned.

Civic Center Specific Plan
Provide opportunities for additional
affordable and sustainable high- density
multi- tenant housing developments in an in-
fill, urban setting
Within six months of
adoption of the Housing
Element
Ongoing. As of 2021, the City has had three completed new commercial projects and one commercial under construction. No mixed use proposals have come forward.

Housing Subsidy
Offer financial assistance to qualified
housing developers who commit to provide
affordable units
Ongoing
The City provided $1,509,500 as financial participation to the development of the Desert Haven Apartment project. 31-units are under construction and occupancy should start 2nd Qtr. 2021. Units are reserved for chronic homeless.

Mortgage Assistance
Program
Continue the Mortgage Assistance program
to assist lower income homebuyers.Ongoing - Goal 5-10
households annually
No activity for this program since 2015. Funds are available for this program through HOME and CALHome funds.

Neighborhood Stabilization
Program (NSP)
Affordable Housing project assistance that
are making available affordable housing
units Ongoing
This financial assistance has been provided. Please see comments in Housing Subsidy, Desert Haven Project. Funds provided were NSP 3 funds. In 2017, the City also provided HOME Investment funds towards Northgate Village Apartments. The funding was provided to carry out roof repairs and a 5-year affordability covenant was placed on the property which expired in 2021.

Housing Affordability
To monitor existing policies and programs
that encourage the development of housing
for lower income households and to make
necessary changes as needed
Ongoing
Ongoing; as of January 2021 the 5 affordable housing projects funded by the City remain affordable and are in compliance with federal and state funding. These projects include Northgate, Rodeo Meadows, Impressions, Casa Bella and Hillcrest Apartments.

Reasonable
Accommodations
Continue to require compliance with
Americans with Disabilities Act standards in
all new multifamily and redevelopment
projects.

February 2015 Ongoing. As of 2021 there have been no applications filed with the City Fair Housing Ensure fair housing for all residents of
Victorville Ongoing During 2021 Inland Fair housing and Mediation Board assisted 969 Victorville residents resolve fair housing matters and landlord/tenant issues.

Transitional and Supportive
Housing
Observe State Law and remain in
compliance with transitional and supportive
housing regulations.

September 2015 Ongoing. The City is in the process of developing a Wellness Center within the Old Town Specific Plan. Funding has been awarded.

Old Town Affordable
Housing Project
To develop several multi-family or low
income housing projects with a private
developer
Ongoing Ongoing. As of 2021, the project is in the pre-submittal stage.

Desert Haven
To provide financial assistance in the
development of 31 very low income housing
units for the chronic homeless
2020 Complete. Fully occupied with an active waiting list as of September 2021.

General Comments

Jurisdiction Victorville ANNUAL ELEMENT PROGRESS REPORT Reporting Period 2021 (Jan. 1 - Dec. 31) Housing Element Implementation Planning Period 5th Cycle 10/15/2013 - 10/15/2021
Description of Commercial
Development Bonus
Commercial Development Bonus
Date Approved
3 4
APN Street Address Project Name+ Local Jurisdiction
Tracking ID+
Very Low
Income
Low
Income
Moderate
Income
Above Moderate
Income
Description of Commercial
Development Bonus
Commercial Development Bonus
Date Approved
Summary Row: Start Data Entry Below
Units Constructed as Part of Agreement
Commercial Development Bonus Approved pursuant to GC Section 65915.7 Table E
Note: "+" indicates an optional field
Project Identifier
1 2
Cells in grey contain auto-calculation
formulas
(CCR Title 25 §6202)
Annual Progress Report January 2020
Jurisdiction Victorville ANNUAL ELEMENT PROGRESS REPORT Note: "+" indicates an optional field Reporting Period 2021 (Jan. 1 - Dec. 31) Housing Element Implementation Cells in grey contain auto-calculation formulas Planning Period 5th Cycle 10/15/2013 - 10/15/2021 (CCR Title 25 §6202) Extremely Low-
Income+ Very Low-Income+ Low-Income+ TOTAL UNITS+
Extremely Low-
Income+
Very Low-
Income+ Low-Income+ TOTAL UNITS+
Rehabilitation Activity
Preservation of Units At-Risk
Acquisition of Units
Mobilehome Park Preservation
Total Units by Income
Table F
Please note this table is optional: The jurisdiction can use this table to report units that have been substantially rehabilitated, converted from non-affordable to affordable by acquisition, and preserved, including mobilehome park preservation, consistent with the standards set forth in Government Code section 65583.1, subdivision (c). Please note, motel, hotel, hostel rooms or other structures that are converted from non-residential to residential units pursuant to Government Code section 65583.1(c)(1)(D) are considered net-new housing units and must be reported in Table A2 and not reported in Table F.

Activity Type
Units that Do Not Count Towards RHNA+
Listed for Informational Purposes Only
Units that Count Towards RHNA +
Note - Because the statutory requirements severely limit what can be counted, please contact HCD to receive the password that will enable you to populate these fields. The description should adequately document how each unit complies with subsection (c) of Government Code
Section 65583.1+
Units Rehabilitated, Preserved and Acquired for Alternative Adequate Sites pursuant to Government Code section 65583.1(c) Annual Progress Report January 2020
Jurisdiction Victorville
Reporting Period 2021 (Jan. 1 - Dec. 31)
Planning Period 5th Cycle 10/15/2013 - 10/15/2021ANNUAL ELEMENT PROGRESS REPORT Housing Element Implementation
2 3 4
APN Street Address Project Name+ Local Jurisdiction
Tracking ID+
Realistic Capacity
Identified in the
Housing Element
Entity to whom the site
transferred Intended Use for Site
1 Summary Row: Start Data Entry Below
Note: "+" indicates an optional field
Cells in grey contain auto-calculation
formulas
(CCR Title 25 §6202)
Table G
Locally Owned Lands Included in the Housing Element Sites Inventory that have been sold, leased, or otherwise disposed of Project Identifier
NOTE: This table must only be filled out if the housing element sites inventory contains a site which is or was owned by the reporting jurisdiction, and has been sold, leased, or otherwise disposed of during the reporting year.

Jurisdiction Victorville
Reporting Period 2021
(Jan. 1 - Dec.
31)
1 2 3 4
APN Street Address/Intersection Existing Use Number of
Units
Summary Row: Start Data Entry Below
Parcel Identifier

ANNUAL ELEMENT PROGRESS REPORT
Housing Element Implementation
(CCR Title 25 §6202)
Table H
Locally Owned Surplus Sites
For San Bernardino County jurisdictions, please format the APN's as follows:9999-999-99-9999

Note: "+" indicates an optional field
Cells in grey contain auto-calculation
formulas
Designation Size Notes
5 6 7
Surplus
Designation
Parcel Size (in
acres) Notes

ANNUAL ELEMENT PROGRESS REPORT
Housing Element Implementation
Locally Owned Surplus Sites
For San Bernardino County jurisdictions, please format the APN's as follows:9999-999-99-9999

Jurisdiction Victorville
Reporting Year 2021 (Jan. 1 - Dec. 31)
Planning Period 5th Cycle 10/15/2013 - 10/15/2021
Current Year
Deed Restricted 0
Non-Deed Restricted 0
Deed Restricted 0
Non-Deed Restricted 0
Deed Restricted 0
Non-Deed Restricted 0
28 28
Units by Structure Type Entitled Permitted Completed
SFA 0 0 0
SFD 325 26 604
2 to 4 1 0 0
5+ 467 0 0
ADU 14 1 2
MH 2 1 0
Total 809 28 606
71 2,496
1,009
0 0
0 0
0 Income Rental Ownership Total
Very Low 0 0 0
Low 0 0 0
Moderate 0 0 0
Above Moderate 0 0 0
Total 0 0 0
Cells in grey contain auto-calculation formulas
Very Low
Low
Moderate
Above Moderate
Units Constructed - SB 35 Streamlining Permits
Number of Streamlining Applications Approved
Total Developments Approved with Streamlining
Total Units Constructed with Streamlining
Total Housing Applications Submitted:

Number of Proposed Units in All Applications Received:

Total Housing Units Approved:

Total Housing Units Disapproved:

Total Units
Housing Applications Summary
Use of SB 35 Streamlining Provisions
Note: Units serving extremely low-income households are included in the very low-income permitted units totals Number of Applications for Streamlining
Building Permits Issued by Affordability Summary
Income Level
Jurisdiction Victorville
Reporting Year 2021 (Jan. 1 - Dec. 31)
Total Award Amount
Task $ Amount Awarded $ Cumulative Reimbursement
Requested

1. Assessment $50,000.00 $3,407.50

2. Housing Element Preparation $175,000.00 $104,792.50

3. Land Use Element Preparation $125,000.00 $15,087.50

4. Finalize Elements $75,000.00 $149,701.25

5. Environmental Review $75,000.00 $34,441.80
Summary of entitlements, building permits, and certificates of occupancy (auto-populated from Table A2) Deed Restricted
Non-Deed Restricted
Deed Restricted
Non-Deed Restricted
Deed Restricted
Non-Deed Restricted
Local Early Action Planning (LEAP) Reporting
Please update the status of the proposed uses listed in the entity’s application for funding and the corresponding impact on housing within the region or jurisdiction, as applicable, categorized based on the eligible uses specified in Section 50515.02 or 50515.03, as applicable.
$
Completed Entitlement Issued by Affordability Summary
Income Level
Very Low
Low
Moderate
Above Moderate
Total Units
Building Permits Issued by Affordability Summary
Income Level
Deed Restricted
Non-Deed Restricted
Deed Restricted
Non-Deed Restricted
Deed Restricted
Non-Deed Restricted
Deed Restricted
Non-Deed Restricted
Deed Restricted
Non-Deed Restricted
Deed Restricted
Non-Deed Restricted
Total Units
Certificate of Occupancy Issued by Affordability Summary Income Level
Very Low
Low
Moderate
Above Moderate
Moderate
Above Moderate
Total Units
Very Low
Low
Total award amount is auto-populated based on amounts entered in rows 15-26.

Summary of entitlements, building permits, and certificates of occupancy (auto-populated from Table A2) Current Year
0 0
0 0
0 0
809
809
Current Year

ANNUAL ELEMENT PROGRESS REPORT
Local Early Action Planning (LEAP) Reporting
(CCR Title 25 §6202)
In Progress
Please update the status of the proposed uses listed in the entity’s application for funding and the corresponding impact on housing within the region or jurisdiction, as applicable, categorized based on the eligible uses specified in Section 500,000.00$
Task Status
Completed
In Progress
In Progress
In Progress
0 0
0 0
0 0
28 28
Current Year
0 0
0 0
0 0
606
606
Other
Funding Notes
None Includes evaluation of
existing plans & RHNA
None
None
None Includes submittal to
HCD
None
Please update the status of the proposed uses listed in the entity’s application for funding and the corresponding impact on housing within the region or jurisdiction, as applicable, categorized based on the eligible uses specified in Section Item Number: 13
City Council / Board of Directors
Consent Calendar
Meeting of: May 17, 2022
Submitted By:

Doug Mathews, Director of Public Works and Water

Subject:

Used Oil Payment Program Grant Cycle OPP 12 Acceptance
Recommendation:

That the Honorable City Council:
(1) Adopt Resolution No. 22-040 to authorize acceptance of the Used Oil Payment Program Cycle 12 Grant and authorize the City Manager or his designee to process all documents required for program administration; and
(2) Ratify the associated expenditure plan.

Fiscal Impact:

Acceptance of the OPP Cycle 12 Grant will increase the revenue budget by $17,147 (2707501C-43110-21375) and increase appropriations by an equal amount in the following account numbers:
$6,147 for Supplies (2707501C-52110-21375)
$6,000 for Advertising (2707501C-52170-21375)
$5,000 for Contract Services (2707501C-52300-21375).

There is no requirement for the City to provide matching funds. Funds are tracked through City budget Org 2707501C, State Grant, Oil Payment Program.

Background:

Since 2014, the City of Victorville has consistently applied for and received Used Oil Payment Program (OPP) grants from the California Department of Resources Recycling and Recovery (CalRecycle). These grants are used to support the City’s used oil and oil filter collection and recycling efforts. CalRecycle offers these grants pursuant to California Public Resources Code Section 48653. The City uses these funds for public education and outreach, to purchase oil filter drain pans and filter buckets, and to cover a portion of the staffing costs associated with accepting used oil and filters at the City’s Household Hazardous Waste Collection Center.
2 5
7 8
Discussion:

In accordance with the City’s grant policy and CalRecycle requirements, staff is seeking acceptance of the grant award and ratification of the associated spending plan for the fiscal year 2021-2022, Cycle 12, Used Oil Payment Program (OPP 12) Grant in the amount of $17,147. Grant funding is made available pursuant to California Public Resources Code Section 48600 et seq. which outlines the California Oil Recycling Enhancement Act. The Act is administered by CalRecycle and is funded by a fee paid by oil manufacturers for each gallon of lubricating oil sold in California. The fee has been set at $0.24/gallon since January 1, 2014. There is also a lower fee of $0.12/gallon for the sale of re-refined oil in California.

Fees collected are used to fund CalRecycle’s Used Oil Recycling Program projects, including the provision of payments to local governments for used oil and oil filter collection and recycling programs. Public Resources Code Section 48653 provides for a maximum of $11 million per fiscal year for the Used Oil Payment Program. The actual budget amount is determined annually by the State legislature, and payments for each eligible jurisdiction are calculated on a per capita basis.

In the FY 2020/2021 cycle, CalRecycle notified jurisdictions that after fulfilling statutory requirements, the funding amount for the Used Oil Payment Program Cycle 11 would be reduced. For this reason, Cycle 11 grant awards to jurisdictions were correspondingly reduced.

This funding reduction from CalRecycle has continued into the OPP 12 grant cycle. The City’s OPP 12 grant is slightly higher than its OPP 11 award, but it is still significantly less than the amount it has received historically. The City’s expenditure plan for the OPP 12 cycle grant has been adjusted to reduce the amount budgeted for supplies and advertising.

The City has applied for and received this grant annually for the past seven cycles in the following amounts:
• OPP 5 Cycle: $33,465
• OPP 6 Cycle: $33,364
• OPP 7 Cycle: $33,548
• OPP 8 Cycle: $33,347
• OPP 9 Cycle: $34,129
• OPP 10 Cycle: $34,023
• OPP 11 Cycle: $14,089
On February 18, 2020, the City Council adopted Resolution No. 20-003 which authorized the submittal of applications for any and all payment programs offered by CalRecycle and authorized the City Manager or his designee as a signature authority.

The OPP 12 grant application was submitted in June 2021, and the check was received in March 2022. Grant funds for the OPP 12 funding cycle must be fully expended by June 2 5
7 8
30, 2023. The OPP grant is a major source of funding for the operation and promotion of the City’s used oil and filter recycling program. Consistent with the grant awards from prior years, the City will use this grant award to pay for a portion of the costs of staffing the City’s Household Hazardous Waste Collection Center and the associated supplies and marketing efforts related to used motor oil and oil filter recycling.

The expenditure plan calls for $6,147 for supplies, $6,000 for advertising/public education, and $5,000 for contract services for Household Hazardous Waste Collection Center staffing costs associated with used oil and filter collection activities.

Staff recommends that the City Council ratify the expenditure plan above and approve Resolution No. 22-040 to authorize the acceptance of OPP 12 grant funds and authorize the City Manager or his designee as the signing authority to execute all documents necessary to administer the grant.

Staff remains available for any questions the City Council may have.

Attachments: A. Resolution No. 22-040
B. CalRecycle Oil Payment Program Grant Cycle 12 Guidelines C. OPP 12 Check Copy
Attachment A
Resolution No. 22-040
RESOLUTION NO. 22-040

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

VICTORVILLE, CALIFORNIA, AUTHORIZING ACCEPTANCE OF THE
USED OIL PAYMENT PROGRAM CYCLE 12 GRANT AND

AUTHORIZING THE CITY MANAGER OR HIS DESIGNEE TO

EXECUTE ALL NECESSARY DOCUMENTS TO IMPLEMENT THE
GRANT
WHEREAS, pursuant to Public Resources Code § 48600 et seq. the California State Department of Resources Recycling and Recovery (CalRecycle) has established the Used Oil Payment Program to make payments to qualifying jurisdictions for implementation of their used oil programs; and
WHEREAS, the Victorville City Council previously adopted Resolution No. 20- 003 on February 18, 2020, which authorized the City to apply for CalRecycle payment program grants; and
WHEREAS, CalRecycle has notified the City that grant funds have been awarded to the City for Used Oil Payment Program Cycle 12.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF VICTORVILLE DOES HEREBY RESOLVE, DETERMINE AND ORDER AS FOLLOWS:

Section 1. The City of Victorville is authorized to accept Used Oil Payment Program Cycle 12 grant funds from CalRecycle.

Section 2. The City Manager or his designee is hereby authorized as Signature Authority to execute all documents necessary to implement the grant.

Section 3. That the City of Victorville’s annual budget for Fiscal Year 2021-2022 shall be amended to reflect additional revenue in the amount of $17,147 (2707501C-43110- 21375) and additional expenses in the amount of $6,147 for Supplies (2707501C- 52110-21375), $6,000 for Advertising (2707501C-52170-21375) and $5,000 for Contract Services (2707501C-52300-21375).

Section 4.That copies of such amended budget, certified by the City Clerk, shall be filed with the auditors of the City of Victorville and in the office of the City Clerk for public inspection and certified copies thereof shall be made available for use by City departments, offices and subsidiary districts of the City.

Section 5. This Resolution shall take effect immediately upon its adoption.

Attachment B

Guidelines: Used Oil Payment Program, OPP12 (FY 2021–22) 1

May 2021
Department of Resources Recycling and Recovery
Used Oil Payment Program Guidelines
Cycle 12 (OPP12) Fiscal Year 2021–22
Guidelines: Used Oil Payment Program, OPP12 (FY 2021–22) 2 Table of Contents

Overview and Statutory Authority ................................................................................ 4 Timeline and Cycle Activity ........................................................................................... 5 Eligible Applicants ........................................................................................................ 5 Charter Cities ................................................................................................................ 5 Regional Application Requirements .............................................................................. 6 Joint Powers Authority Application Requirements ........................................................ 6 Public Records Requests ............................................................................................. 6

Confidentiality ............................................................................................................... 6 Application Instructions ................................................................................................ 8 Application Access ....................................................................................................... 8 Application Contents and Instructions........................................................................... 8 Program Requirements Tab ...................................................................................... 8 Contacts Tab ............................................................................................................. 9

Addresses Tab........................................................................................................... 9 Participating Jurisdictions Tab ................................................................................... 9 Documents Tab ......................................................................................................... 9 Application Submittal and Deadline .............................................................................. 9 Application Process .................................................................................................... 10

Application Documents ............................................................................................... 11

Electronic and Original Signatures ............................................................................. 11 CalRecycle Documents .............................................................................................. 11 Application Certification ........................................................................................... 11 Applicant’s Documents ............................................................................................... 11 Resolution ................................................................................................................ 11 Individual Application Resolution Requirements: .................................................. 12 Regional Application Resolution Requirements: ................................................... 12 Joint Powers Authority Agreement........................................................................... 13 Letter of Authorization .............................................................................................. 13 Letter of Authorization Requirements: .................................................................. 13 Letter of Designation ................................................................................................ 13 Review and Award Process ........................................................................................ 15 Application Review Process ....................................................................................... 15 Payment Award Process ............................................................................................ 15 Payment Award Conditions ........................................................................................ 15 Notice of Award .......................................................................................................... 15

Application Revisions.................................................................................................. 15 Disqualification of Application ..................................................................................... 15 Term and Payments..................................................................................................... 16 Eligible Costs .............................................................................................................. 16 Expenditures ............................................................................................................... 16 Expenditures Requiring Approval ............................................................................... 17

Pre-Approved Expenditures ........................................................................................ 17 Stormwater Mitigation ................................................................................................. 19 Ineligible Costs ........................................................................................................... 19 Publicity, Education, and Outreach ............................................................................. 20 Acknowledgement ...................................................................................................... 21 Graphics ..................................................................................................................... 22

Guidelines: Used Oil Payment Program, OPP12 (FY 2021–22) 3 Certified Collection Center (CCC) Site Visit Requirements ......................................... 22

Annual Reporting ........................................................................................................ 22 Expenditure Reporting ................................................................................................ 23 Expenditure Reporting Resources ........................................................................... 23 Unspent Funds ........................................................................................................... 23 Audit, Accounting, and Records Retention ................................................................. 23 Real and Personal Property Acquired with OPP Funds .............................................. 24 Discretionary Termination ........................................................................................... 25 Termination for Cause ................................................................................................ 25 Indemnity .................................................................................................................... 25 Compliance ................................................................................................................. 25

Guidelines: Used Oil Payment Program, OPP12 (FY 2021–22) 4 Submittal of a Used Oil Payment Program (OPP) Application constitutes acceptance of these Guidelines as the controlling requirements for receiving, spending, and accounting for OPP funds and for annual reporting. The application and these Guidelines shall constitute the OPP Agreement.

Overview and Statutory Authority
The Department of Resources Recycling and Recovery (CalRecycle) offers the Used Oil Payment Program pursuant to Section 48600 of the Public Resources Code.

The California Public Resources Code (PRC) section 48600 et seq. describes the California Oil Recycling Enhancement Act (Act), which, among other things, provides up to $11 million annually in payments to local governments for implementation of local used oil and filter collection programs. The Department of Resources Recycling and Recovery (CalRecycle) is responsible for administering the OPP. These Guidelines describe the application and administrative processes to implement the OPP Cycle 12.

Payment Recipients (recipients) are responsible and accountable for ensuring that expenditures are appropriate, and that proper internal supporting documentation is maintained. To ensure full compliance with OPP’s processes and requirements, OPP applicants/recipients must adhere to these Guidelines and the program provisions set out in the Act, notably PRC sections 48674, 48690, and 48691.

Note: The anticipated amount for FY 2021–22 is $6,000,000. The amount available is subject to change, based on the availability of oil funds.

This resource document provides applicants with instructions to access and complete the application online and information about the administration of the Used Oil Payment Program. The web-based application is in CalRecycle’s Local Government Oil Payment Program (LoGOPP) (https://secure.calrecycle.ca.gov/LoGOPP/SignIn.aspx). You will need to sign into LoGOPP to complete and submit an application.

Note: The following terms used in this document are defined below, unless the context clearly indicates otherwise:
 “Applicant” refers to either the legal name of the entity that is legally responsible for payment program administration, if awarded, or to a person who is completing an application on behalf of the Applicant (this is usually the primary contact listed on the application, but could also be the secondary contact, signature authority, or consultant).
 “You” refers to a person who is completing the application on behalf of the Applicant.

Guidelines: Used Oil Payment Program, OPP12 (FY 2021–22) 5 Timeline and Cycle Activity
June 30, 2021: Application Due Date
 Applicants must submit applications in LoGOPP by 11:59 p.m. on this date.  Customer service will be available until 4:00 p.m. on this date.

July 29, 2021: Secondary Due Date
 Approved Resolution must be uploaded in LoGOPP by this date if it was not submitted with the application.
 If applicable, Letters of Authorization must be uploaded in LoGOPP by this date.

Spring 2022: Payments Awarded
 Unless a Fall 2021 payment is requested by the applicant and subsequently approved by CalRecycle.

July 1, 2021–June 30, 2023: Cycle Term Dates
August 15, 2022 and August 15, 2023: Annual Report Due Dates  Due no later than August 15 of each year during performance period. If the due date falls on a Saturday or Sunday, the online report must be submitted by the following Monday.

Eligible Applicants
Applicants are limited to local governments, which are defined in statute as "any chartered or general law city, chartered or general law county, or any city and county." CalRecycle may make a payment to another entity that will implement the program on behalf of a local government (in lieu of making a payment to that local government) with the agreement of that local government.

Applicants that comply with PRC sections 48690 and 48691 are eligible to apply for and, if approved, receive payment through the OPP. Applicants must have a used oil collection program which provides either of the following or a combination of the two:
 Ensures there is at least one certified used oil collection center (CCC) for every 100,000 residents not served by curbside collection.
 Provides used oil curbside collection at least once a month.

In addition to meeting at least one of the requirements above, applicants must have a public education component that informs the public of locally available used oil recycling opportunities.

Charter Cities
California Labor Code section 1782 prohibits a charter city from receiving state funding or financial assistance for construction projects if that charter city does not comply with Labor Code sections 1770-1782. If any applicants or participating jurisdictions are charter cities or joint powers authorities that include charter cities, the lead participating jurisdiction must certify that Labor Code section 1782 does not prohibit any included charter city from receiving state funds for the project described in this application. If it is determined after award that an applicant or a participating jurisdiction is a charter city

Guidelines: Used Oil Payment Program, OPP12 (FY 2021–22) 6 prohibited from receiving state funds for their project, the award will be terminated and any disbursed OPP funds shall be returned to CalRecycle.

Regional Application Requirements
Local governments may join together in a regional application, in which two or more eligible jurisdictions join together for the purpose of project implementation. A Regional Lead Participant (Lead) must be designated to act on behalf of all participating jurisdictions. An entity that is not a local government, such as a district, can be delegated as a Lead but is not eligible to join as a participant. The Lead is the applicant who will be responsible for the performance of the OPP and all required documentation.

CalRecycle will direct all official correspondence and payments to the Lead. If a jurisdiction is a participant in a regional application, it may not apply individually.

Joint Powers Authority Application Requirements
Joint Powers Authorities (JPA) may submit an application as an individual applicant.

The JPA must upload a copy of its JPA Agreement that:

1. Gives authority over used oil management.

2. Lists all member entities.

3. Contains the signature of all members.

Note: An entity may not submit an individual application if that entity is also a member of an applicant JPA.

Public Records Requests
It is the policy of CalRecycle to make records requested by the public promptly available in accordance with the laws governing disclosure of records and information to the public. In general, all records in the possession of a state agency are public records subject to disclosure, unless a law provides that a particular kind of record or information is not a public record or is exempt or prohibited from disclosure.

Upon request, the entire contents of the submitted application are subject to public records requests. This may include contact information, project summary, uploaded documents, and scoring information. Public records may be requested from CalRecycle through the California Public Records Act Requests web page (https://www2.calrecycle.ca.gov/Forms/ContactUs/PublicRecordsRequest/).

Confidentiality
The following describes the treatment of certain confidential or proprietary information under the California Public Records Act (Government Code 6250, et seq.) and related regulations. It also describes how questions are resolved on whether information is truly confidential, the legal protections for confidential information, and internal and program procedures to maintain confidentiality.

Confidential or Proprietary Information
Title 14 of the California Code of Regulations (14 CCR), sections 17041-17046 (https://www.calrecycle.ca.gov/Laws/Regulations/Title14/), states that confidential or proprietary information shall include, but is not limited to:

Guidelines: Used Oil Payment Program, OPP12 (FY 2021–22) 7  Personal or business-related financial data, customer client lists, supplier lists and other information of a proprietary or confidential business nature provided by persons in applications, reports, returns, certifications or other documents submitted to [CalRecycle] which if released would result in harmful effects on the person’s competitive position
 Tax information prohibited from disclosure, pursuant to the Revenue and Taxation Code

Accordingly, appropriate documents submitted with an application that are clearly marked, on each page, “confidential or proprietary information” will be treated by CalRecycle pursuant to the procedures set forth in 14 CCR sections 17041-17046.

However, the law does not treat documents marked as “confidential or proprietary information” (such as sales brochures, promotional literature and other general non- financial documents) as confidential if they do not fall within the categories of protected financial documents listed above.

What if there is a question about what is confidential? If CalRecycle receives a request to disclose data claimed by the applicant to be confidential, CalRecycle would notify the applicant of the request and state that the documents were under review to determine whether information was correctly identified as “confidential.” If there was any question as to whether specific information was confidential, CalRecycle would contact the person(s) identified in the application to provide a justification and statement why the information is confidential. The process for evaluating confidentiality claims is set forth in section 14 CCR 17046.

What program procedures will keep information confidential? Financial information will be evaluated and analyzed only by CalRecycle staff, kept confidential, and will be maintained with restricted access. Records no longer needed to provide the services offered under the grant program are periodically destroyed, when allowed by audit policies and state law.

Guidelines: Used Oil Payment Program, OPP12 (FY 2021–22) 8 Application Instructions
Application Access
The application is available on CalRecycle’s online Local Government Oil Payment Program (LoGOPP) (https://secure.calrecycle.ca.gov/LoGOPP/SignIn). Access to LoGOPP is secure; therefore, you must have a CalRecycle WebPass in order to log into the system. Applicants who have not previously obtained a CalRecycle WebPass can create an account at the CalRecycle WebPass Site
(https://secure.calrecycle.ca.gov/WebPass/). After you activated the account, you can request LoGOPP access by contacting your Program Advisor (https://www.calrecycle.ca.gov/HomeHazWaste/Grants/Contacts/).

To start an application:

1. Log in to LoGOPP (https://secure.calrecycle.ca.gov/LoGOPP/SignIn).

2. Select Applications on the left.
 OPP cycles are displayed in a table.

3. Click the Add Application button on the top right.

4. The application then opens to the Program Requirements tab.

Application Contents and Instructions
The components of the application are divided into tabs. To fill out an application, click on each tab and complete the sections in each tab as required. General directions are on the top of each tab, and detailed information about the requirements for each tab is listed below.

The applicant is responsible for a complete application. This includes signing documents, uploading required documents, and submitting the application by the due date(s). Failure to do so will result in disqualification from the OPP.

Examples of disqualifications may include:
 Applicant does not meet the eligibility requirements.  Applicant uploads incomplete or blank documents to the Documents tab.  Signature Authority fails to sign Application Certification or any document that requires a signature.
 The online application is incomplete or missing information.

Program Requirements Tab
This tab provides a summary of the application, due dates, program requirement questions, payment options, important links, and the submit application button (once minimum requirements are complete). It is the applicant’s responsibility to ensure that all required documents, based on the individual application/project, are submitted by the appropriate due date.

Guidelines: Used Oil Payment Program, OPP12 (FY 2021–22) 9 Contacts Tab
The application is required to have only one Primary Contact and at least one Signature Authority. Contacts will automatically populate based on your previous year’s application, when applicable. You must verify that the contacts are still the same; otherwise, you can add, edit or delete contacts before you submit your application.  Primary Contact. One person who the Signature Authority or their designee has authorized to manage and oversee the program. This person will be the first contact with whom CalRecycle will communicate.
 Signature Authority. The person(s) authorized to sign CalRecycle documents, such as applications, annual reports, etc., as authorized by a board/council- adopted Resolution, Letter of Designation, or Letter of Commitment (if applicable).
 Secondary Contact. A person authorized (by the Primary Contact or Signature Authority or their designee) as the alternate person with whom CalRecycle will communicate. (Not required)
 Consultant. A professional who provides advice in an area of expertise. If the applicant is awarded, the consultants may manage the program or only conduct specific activities, based on a written agreement between the applicant and the consultant outlining work to be performed. (Not required)

Addresses Tab
All applicants are required to enter a physical address and a payment address. There is also an option to enter a mailing address. If more than one address is the same, you may select the appropriate address types and enter the address only once.

Participating Jurisdictions Tab
Only regional applicants or Individual Joint Powers Authorities (JPA) applicants are required to use this tab. Individual applicants that are not JPAs will not use this tab.

Only local governments are eligible as participating jurisdictions in a regional application. Select the name of each eligible participating jurisdiction, or each JPA member participating in the application, and move them to the left.

Documents Tab
When uploading a document, enter a document title, and select the appropriate document type from the drop-down list. Click the “Browse” button to locate the document you wish to upload. Once you have finished, click the “Save” button. See the Authorizing Documents section below.

After all of the required application documents are uploaded, return to the Program Requirements tab and print the Application Certification. The applicant must obtain a certified e-Signature or wet ink signature from the authorized Signature Authority (identified in your Resolution or Letter of Commitment), scan the signed document, upload it, and retain the original hard copy document.

Application Submittal and Deadline
The Submit Application button will be enabled after the Application Certification has been uploaded. You may upload any authorizing documents such as the Resolution, Letter of Designation, Letters of Authorization, or JPA Agreements either at the time of submittal or by the secondary due date of July 29, 2021. Click the Submit Application Guidelines: Used Oil Payment Program, OPP12 (FY 2021–22) 10 button and then the application status will change to Submitted. The application can only be submitted once; however, you will be able to upload authorizing documents until the secondary due date.

Applications must be submitted no later than 11:59 p.m. on June 30, 2021. Customer service will be available until 4:00 p.m. on the application due date either by emailing [email protected] or calling Maria Elena Kennedy at (916) 341-6228.

Application Process
The application process requires that applicants must:

1. Submit a completed online application to CalRecycle by the application due date and upload an electronic (scanned) version of the signed application certification page in the online system.

2. Retain in its OPP file the original hard copy of the application certification page signed by the applicant’s Signature Authority.

3. Submit the authorizing documents by the secondary due date (see the Timeline and Cycle Activity section for due date).

An important OPP12 application approval requirement includes the submittal of the following:

1. Submit a completed annual report in LoGOPP (see Timeline and Cycle Activity table for due date) for OPP10 and/or OPP11 by August 15, 2021. If the due date falls on a Saturday or Sunday, the online report must be submitted by the following Monday.

2. Have no outstanding debt(s) owed to CalRecycle.

3. Return any unspent funds from the closed Cycle 10 to CalRecycle by August 15, 2021 (see Unspent Funds section).

If you have any questions regarding the application process, please call Maria Elena Kennedy at (916) 341-6228 or send an e-mail to [email protected].

Technical assistance will be provided until 4:00 p.m. on the application due date.

Guidelines: Used Oil Payment Program, OPP12 (FY 2021–22) 11

Application Documents
Electronic and Original Signatures
CalRecycle now allows for certified e-Signature or original wet signature on documents or forms that certify legally binding information.

Note: The e-Signature must be the Adobe Digital ID or through another certified digital signature program, and cannot be the “Fill and Sign” function within Adobe. Any documents using the “Fill and Sign” method, will be considered as incomplete and may be sent back to the applicant.

Once the document(s) have been signed by the Signature Authority, you must scan the wet signature, or upload the digitally signed document and save it to LoGOPP. Retain the original document for potential CalRecycle audits (see Audit Consideration section of the Procedures and Requirements document for more information).

If you have questions, email [email protected].

CalRecycle Documents
Application Certification
The Application Certification is a required application document that must be generated from LoGOPP.

After you have completed each tab of the application, generate the Application Certification from the Program Requirements tab. A certified e-Signature or wet ink signature from the authorized Signature Authority (identified in your Resolution or Letter of Designation) is required. Once it is signed, scan the document, upload it, and retain the original hard copy document.

Applicant’s Documents
Below is a list of documents that the applicant is responsible for preparing and uploading to their application.

Authorizing documents must be uploaded no later than 11:59 p.m. on July 29, 2021.

Customer service will be available until 4:00 p.m. on the secondary due date.

Resolution
Any applicant that is subject to a governing body must upload a Resolution that authorizes payment program-related matters. A copy of the Resolution is a required application document that must be uploaded no later than the secondary due date or CalRecycle will deem the application incomplete and disqualify the applicant.

Resolution requirements vary for individual applications and regional applications as described in the following sections. For Resolution templates refer to the Resolution and Letter Examples (https://www.calrecycle.ca.gov/Funding/SampleDocs) web page.

CalRecycle staff are available to answer questions about the Resolution or letter examples, or to review your draft Resolution to ensure it meets the requirements of the program.

Guidelines: Used Oil Payment Program, OPP12 (FY 2021–22) 12

We strongly encourage applicants to email draft Resolutions for review. If you would like CalRecycle to review your draft Resolution, please email the document in Word format to [email protected], and let us know if your application is a Regional application or an individual application. You may upload the Resolution to your LoGOPP application as a Draft Resolution, but there is no guarantee that CalRecycle will review it prior to the secondary due date when Resolutions are due.

Individual Application Resolution Requirements:
 The Resolution must authorize submittal of an application for one or more specifically named CalRecycle Payment Programs or for all CalRecycle Payment Programs for which the applicant is eligible and currently applying.  The Resolution must identify the time period up to and including until rescinded, during which the authorizations are valid.
o “Until rescinded” Resolutions are encouraged; however, specific periods of time are acceptable.
o If a Resolution does not specify a time period, CalRecycle will consider the Resolution valid for one year from the date of adoption.  The Resolution must identify the Signature Authority by listing the job title of the person(s) authorized to sign all payment program-related documents necessary to implement and close-out the project(s).
o (Optional but encouraged) The Resolution should authorize the Signature Authority to delegate their signature authority to another person identified by job title. Applicants can only submit a Letter of Designation if the corresponding Resolution includes designee language.

Note: The Signature Authority must sign a Letter of Designation prior to the designee’s exercise of their authority.

Regional Application Resolution Requirements:
 The Regional Lead Participant (Lead) must submit an approved Resolution that authorizes it to act as a lead for a regional program. This Resolution must authorize the submittal of a regional application on behalf of the Lead and specifically named participants.
 If the Resolution is valid for more than one year, it is highly recommended that:
o the list of participants be provided as an attachment rather than embedded in the Resolution, and
o the Signature Authority be authorized to revise the list as necessary with each subsequent application (this allows a Signature Authority to add or remove participants with each new application without the necessity of obtaining a new Resolution).
 Participants must provide a Letter of Authorization (LOA) to the Lead, authorizing the Lead to act on its behalf. LOA(s) may be valid for as long as the Lead’s Resolution is valid, not to exceed five years, otherwise, if no time period is specified, the LOA will be valid for only one year from the document date. The applicant must upload copies of the LOA(s) no later than the secondary due date (See Letter of Authorization section for more instructions).

Guidelines: Used Oil Payment Program, OPP12 (FY 2021–22) 13 Joint Powers Authority Agreement
Joint Powers Authorities (JPA) must upload a copy of their JPA Agreements giving them authority to conduct the project, listing all member entities, and containing the signature of all members. CalRecycle does not require Letters of Authorization for JPA applicants.

Letter of Authorization
Applicants may use a Letter of Authorization (LOA) for programs that allow for Regional applications. The Participating Jurisdiction prepares the LOA and gives the Lead Participant authorization to apply for and to act on its behalf in the implementation and administration of the program.

The Lead must upload the LOA no later than the secondary due date or CalRecycle will remove the Participating Jurisdiction(s) from the application.

Letter of Authorization Requirements:

The LOA must:
 Be on the Participant’s official letterhead.
 Be signed by an individual authorized to contractually bind the Participating Jurisdiction.
 Be valid for as long as the Lead’s Resolution, not to exceed five years, otherwise the participating entity must date the letter within the last 12 months.  Authorize the Lead to submit a regional application and act as Lead Agency on behalf of the Participating Jurisdiction.
 Authorize the Lead to execute all documents necessary to implement the program.

For LOA templates refer to the Resolution and Letter Examples (https://www.calrecycle.ca.gov/Funding/SampleDocs) web page.

Letter of Designation
CalRecycle requires a Letter of Designation (LOD) only when the Signature Authority identified in the approved Resolution chooses to delegate their signature authority to another person.

The approved Resolution must indicate the Signature Authority’s ability to delegate or designate their authority. The applicant must upload the LOD prior to the designee’s exercise of their authority. If the designee signs an application document in place of the Signature Authority, the applicant must upload the LOD with their application.

The LOD must:
 Be on the applicant’s letterhead.
 Be signed by the Signature Authority.
 Include the job title of the designee and the scope of the designee’s authority.  Include the time period during which the designee may exercise the authority. o The designee’s authority may not extend beyond the effective date of the approved Resolution or Letter of Commitment. For example, if the Resolution is effective until December 31, 2023, then the Letter of Designation may not be effective beyond December 31, 2023. If the letter

Guidelines: Used Oil Payment Program, OPP12 (FY 2021–22) 14 does not identify a valid time period, the letter will follow the same time frame as the Resolution.

For LOD templates refer to the Resolution and Letter Examples (https://www.calrecycle.ca.gov/Funding/SampleDocs) web page.

Guidelines: Used Oil Payment Program, OPP12 (FY 2021–22) 15

Review and Award Process
Application Review Process
After the close of the application period, CalRecycle staff will review the applications for completeness and eligibility. Only complete applications will be considered for award.

Payment Award Process
For qualifying applications, CalRecycle staff will develop funding recommendations for the consideration and approval of CalRecycle’s Director, or their designee; CalRecycle tentatively schedules this for October 2021.

Payment Award Conditions
When awarded, this payment will be subject to these conditions:

1. The recommended payee must pay all outstanding debts due to CalRecycle, or bring current outstanding payments owed to CalRecycle, within 60 days of the award email date.

2. The recommended payee must have returned any unspent OPP funds from all closed cycles to CalRecycle by August 15, 2021.

3. The recommended payee must have submitted a completed Annual Report in LoGOPP for their OPP Cycles by August 15, 2021. (This does not apply to new program applicants.)
Failure to comply with any of these requirements will void the award.

Notice of Award
Upon approval of annual reports and applications, recipients will be notified by email that an OPP award has been awarded and that they are authorized to incur costs and expend funds in furtherance of their programs. Expenditures incurred prior to the award notice, but after the cycle term start date, are subject to the OPP12 Guidelines, and are incurred at the recipient’s own risk. A listing of the award amounts for all recipients will be posted on the Used Oil Payment Program (OPP) webpage (https://www.calrecycle.ca.gov/usedoil/lgpayments/).

Application Revisions
Once approved, the recipient/regional lead is contractually bound to carry out the used oil program in accordance with the OPP Guidelines. The recipient and/or any regional participant that submitted a Letter of Authorization cannot withdraw or amend their application.

Disqualification of Application
CalRecycle will notify an applicant and provide the reasons for disqualification of an application. In such cases, potential applicants are encouraged to contact and work with CalRecycle to ensure that its jurisdiction meets the necessary requirements prior to the next application cycle.

Guidelines: Used Oil Payment Program, OPP12 (FY 2021–22) 16 Term and Payments
The term of the OPP cycle is 24 months (refer to the Timeline and Cycle Activity section for the cycle term dates) and funds must be expended or returned to CalRecycle as described in the Unspent Funds section.

Payments must be placed into an interest-bearing account. Tracking and reporting of interest earned (if any) on the payment is not required. All interest accrued and received from the OPP funds shall be used only for eligible expenses related to the performance of this Agreement.

As part of the application process, an applicant may request receipt of its annual payment in fall 2021 (around October) or spring 2022 (around April). For CalRecycle to approve the fall payment request, all funds from any previous OPP cycles must be spent. Otherwise, the standard spring payment will be issued.

Eligible Costs
All expenditures must be for the purposes of establishing and maintaining a used oil program as set forth in PRC sections 48690–48691
(http://leginfo.legislature.ca.gov/faces/codes_displaySection.xhtml?lawCode=PRC&secti onNum=48691).

Eligible costs must be incurred and accrued (if applicable) during the cycle term.

Expenditures
Used oil and used oil filter collection and recycling activities, educational activities, and mitigation of used oil in stormwater runoff are statutory components of local used oil collection programs (PRC section 48691). Accordingly, these activities should be the focus of OPP expenditures.

All expenditures are to be reported in LoGOPP for the Annual Report. Eligible expenditures must include invoice details under the Expenditure tab for each cycle.

Expenditures must be paid for before submitting the Annual Report. Jurisdictions are not required to upload the invoices or proof of payment, unless requested by the program advisor.

Expenditures included in the Annual Report for an ending cycle may not be cancelled after the Annual Report is submitted. Cancelation of an ending cycle expenditure after submitting the Annual Report may impact the jurisdiction’s ability to receive future awards.

The recipient must expend all of the available funds from the oldest OPP cycle prior to spending any funds from the most recent OPP cycle. It is acceptable to split an invoice across two separate OPP cycles in order to “zero out” all funds in the oldest OPP cycle before using funds from a more recent OPP cycle. Expenditures that are split need to be clearly identified and retained in both cycle files to facilitate review and retention (see the Audits, Accounting, and Records Retention section).

Guidelines: Used Oil Payment Program, OPP12 (FY 2021–22) 17 Expenditures Requiring Approval
Expenditures associated with the tasks or products listed below must be pre-approved by the CalRecycle Program Advisor using the “Expenditure Requests” option in LoGOPP prior to incurring the expense; otherwise, CalRecycle may deny the expense.

The review and approval process of an expenditure request is processed through LoGOPP only. The submitted material should be the final version. Allow at least five working days for a review.

Expenditures that require pre-approval include, but are not limited to:
 Functional items that contain any messages.
 Functional items if the total cost exceeds $25 per person, an individual item that exceeds $12, or an oil filter that exceeds $15. All cost values are before sale tax.  All television, video, radio scripts, social media, and electric/printed material for public display.
 Development, purchase, or distribution of useful educational/promotional materials informing the public about used oil and used oil filter collection and recycling.
o Examples include, but are not limited to, newspaper advertisements, brochures, flyers, utility inserts, booklet, and promotional stickers/labels.  School presentations (submit script and presentation purpose to the Program Advisor for review).
 Surveys (excluding simple surveys that are conducted at oil filter exchange events/used oil outreach booths).
 Purchase of equipment over $500 (excluding sale tax).  Any construction activity (includes improvements to facility/building(s)/site(s) directly related to used oil).
 Used oil stormwater mitigation activities pursuant to PRC section 48691 (refer to the Stormwater Mitigation section).
 Any item that is not included on the pre-approved list below.

Pre-Approved Expenditures
The following do not require an Expenditure Request for approval:
 Maintenance of a used oil and filter program.
 Curbside used oil and used filter hauling/disposal costs.  Booth rentals for used oil events.s Anything less than 100 used oil related requires an Expenditure Request.
 Development, purchase and/or distribution of the following used oil program materials that have a functional purpose associated with an environmental benefit: marine absorbent bilge pads, oil funnels, oil drain containers, oil change rags, new oil filters for exchanges, Ziploc-type filter bags, cardboard creepers, filter wrenches/removers, dirty filter recycling containers, maps of collection centers, and tide charts.
o If distributing these items in oil change kits, each kit cannot exceed $25 (excluding sales tax) and each item, whether it is included in the kit or distributed separately, cannot exceed $12 (excluding sales tax).

Reminder: Any messages on these functional items require an Expenditure Request.

Guidelines: Used Oil Payment Program, OPP12 (FY 2021–22) 18  Used oil filter exchange activities for a free replacement oil filter of equal value (shelf price).
o Filters must not exceed $15 (excluding sales tax) and the limit is two filters per household. Vouchers/coupons may be given out for managing and tracking exchanges but must be redeemed on the same date of the event.

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