Menifee City Council
July 15, 2026

479.18030
482919.87 3734158.40 479.04527 482919.87 3734168.40 465.77462
482929.87 3734008.40 137.10095 482929.87 3734018.40 147.77693
482929.87 3734028.40 158.92220 482929.87 3734038.40 170.75110
482929.87 3734048.40 187.47327 482929.87 3734058.40 208.94689
482929.87 3734068.40 234.00732 482929.87 3734108.40 434.26108
482929.87 3734118.40 494.62523 482929.87 3734128.40 526.00643
482929.87 3734138.40 544.78850 482929.87 3734148.40 573.27924
482929.87 3734158.40 567.55771 482929.87 3734168.40 556.90233
482939.87 3734008.40 136.36551 482939.87 3734018.40 148.07494
482939.87 3734028.40 160.24358 482939.87 3734038.40 173.08410
482939.87 3734048.40 189.00381 482939.87 3734058.40 210.82826
482939.87 3734068.40 237.09256 482939.87 3734078.40 268.99678
482939.87 3734088.40 316.74543 482939.87 3734098.40 377.87917
482949.87 3734008.40 135.77282 482949.87 3734018.40 147.52421
482949.87 3734028.40 160.86776 482949.87 3734038.40 174.87826
482949.87 3734048.40 190.64980 482949.87 3734058.40 212.82108
482949.87 3734068.40 242.71060 482949.87 3734078.40 280.27484
482949.87 3734088.40 327.53928 482949.87 3734098.40 387.95232
482959.87 3734008.40 135.22938 482959.87 3734018.40 146.22921
482959.87 3734028.40 160.84969 482959.87 3734038.40 178.29920
482959.87 3734048.40 197.48693 482959.87 3734058.40 225.79879
482959.87 3734068.40 260.97347 482959.87 3734078.40 303.82147
*** AERMOD - VERSION 24142 *** *** C:\Lakes\AERMOD View\Projects\Trumble and Watson\Trumble and Watson. *** 01/22/26
*** AERMET - VERSION 22112 *** ***
*** 10:50:52

PAGE 509
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST-HIGHEST MAX DAILY 1-HR AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: SLINE1 ***
INCLUDING SOURCE(S): L0000706 , L0000707 , L0000708 , L0000709 , L0000710 ,
L0000711 , L0000712 , L0000713 , L0000714 , L0000715 , L0000716 , L0000717 , L0000718 ,
L0000719 , L0000720 , L0000721 , L0000722 , L0000723 , L0000724 , L0000725 , L0000726 ,
L0000727 , L0000728 , L0000729 , L0000730 , L0000731 , L0000732 , L0000733 ,
*** DISCRETE CARTESIAN RECEPTOR POINTS ***
** CONC OF SO2 IN MICROGRAMS/M**3
**

X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
482959.87 3734088.40 356.65393 482969.87 3734058.40 235.37117
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1613
Menifee Mayor and City Council
July 15, 2026
Page
2243 of 3153

482969.87 3734068.40 276.13800 482969.87 3734078.40 325.38568
482969.87 3734088.40 385.07136 482969.87 3734098.40 456.25079
482969.87 3734108.40 543.40093 482969.87 3734118.40 476.72787
482979.87 3734098.40 461.44571 482979.87 3734108.40 550.43012
482979.87 3734118.40 464.54437 482989.87 3734098.40 448.90302
482989.87 3734108.40 550.87366 482989.87 3734118.40 570.60776
482999.87 3734098.40 446.07774 482999.87 3734108.40 548.56125
483009.87 3734098.40 440.74861 483009.87 3734108.40 541.31611
483019.87 3734058.40 230.18922 483019.87 3734068.40 267.69247
483019.87 3734078.40 315.89867 483019.87 3734088.40 369.59499
483019.87 3734098.40 435.01686 483019.87 3734108.40 536.48621
483019.87 3734118.40 444.59897 483029.87 3734058.40 235.80329
483029.87 3734068.40 275.39115 483029.87 3734078.40 319.07873
483029.87 3734088.40 369.09419 483029.87 3734098.40 431.40347
483029.87 3734108.40 524.67953 483029.87 3734118.40 549.01492
483039.87 3734058.40 242.75393 483039.87 3734068.40 278.02687
483039.87 3734078.40 316.75072 483039.87 3734088.40 364.56539
483049.87 3734058.40 244.51601 483049.87 3734068.40 276.35426
483049.87 3734078.40 311.08432 483049.87 3734088.40 355.74690
483059.87 3734058.40 244.17627 483059.87 3734068.40 273.36412
483059.87 3734078.40 305.35906 483059.87 3734088.40 344.18229
483069.87 3734058.40 242.38906 483069.87 3734068.40 268.96700
483069.87 3734078.40 298.49969 483069.87 3734088.40 333.94977
483079.87 3734078.40 291.34601 483079.87 3734088.40 323.62276
483235.08 3733970.41 103.24379 483285.08 3733970.41

90.33429
483335.08 3733770.41 53.11294 483335.08 3733820.41

59.95510
483335.08 3733870.41 66.88777 483335.08 3733920.41

72.20150
483335.08 3733970.41 79.81863 483335.08 3734170.41

97.99245
483385.08 3733770.41 51.55735 483385.08 3733820.41

56.55760
483385.08 3733870.41 60.87004 483385.08 3733920.41

65.32388
483385.08 3733970.41 71.46464 483385.08 3734020.41

73.03410
483385.08 3734070.41 72.62659 483435.08 3733720.41

46.02566
483435.08 3733770.41 49.34108 483435.08 3733820.41

52.99433
483435.08 3733870.41 56.16689 483435.08 3733920.41

60.76776
483435.08 3733970.41 64.35961 483435.08 3734020.41

62.59866
483435.08 3734070.41 65.38529 483485.08 3733770.41

46.64707
483485.08 3733820.41 49.74775 483485.08 3733870.41

52.85750
483485.08 3733920.41 56.11636 483485.08 3733970.41 Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1614
Menifee Mayor and City Council
July 15, 2026
Page
2244 of 3153

56.56833
483485.08 3734020.41 55.12473 483485.08 3734070.41

58.25029
*** AERMOD - VERSION 24142 *** *** C:\Lakes\AERMOD View\Projects\Trumble and Watson\Trumble and Watson. *** 01/22/26
*** AERMET - VERSION 22112 *** ***
*** 10:50:52

PAGE 510
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST-HIGHEST MAX DAILY 1-HR AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: SLINE1 ***
INCLUDING SOURCE(S): L0000706 , L0000707 , L0000708 , L0000709 , L0000710 ,
L0000711 , L0000712 , L0000713 , L0000714 , L0000715 , L0000716 , L0000717 , L0000718 ,
L0000719 , L0000720 , L0000721 , L0000722 , L0000723 , L0000724 , L0000725 , L0000726 ,
L0000727 , L0000728 , L0000729 , L0000730 , L0000731 , L0000732 , L0000733 ,
*** DISCRETE CARTESIAN RECEPTOR POINTS ***
** CONC OF SO2 IN MICROGRAMS/M**3
**

X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
483535.08 3733720.41 41.52529 483535.08 3733770.41

43.84721
483535.08 3733820.41 45.89142 483535.08 3733870.41

49.24948
483535.08 3733920.41 50.89625 483535.08 3733970.41

49.13168
483535.08 3734020.41 50.17308 483585.08 3733720.41

39.18948
483585.08 3733770.41 40.74270 483585.08 3733820.41

43.69680
483585.08 3733870.41 45.57412 483585.08 3733920.41

45.54952
483585.08 3733970.41 43.64824 483635.08 3733720.41

36.78824
483635.08 3733770.41 38.85929 483635.08 3733820.41

40.62799
483635.08 3733870.41 41.78483 483635.08 3733920.41

39.94270
483635.08 3733970.41 39.97277 483685.08 3733720.41

34.61293
483685.08 3733770.41 36.67869 483685.08 3733820.41

38.02077
483685.08 3733870.41 37.74488 483685.08 3733920.41

35.60085
483735.08 3733720.41 33.40154 483735.08 3733770.41

34.45439
483735.08 3733820.41 35.12954 483735.08 3733870.41

33.56387
483785.08 3733720.41 31.30987 483785.08 3733770.41

32.44723
483785.08 3733820.41 32.11878 483835.08 3733820.41

28.38473
483353.40 3734379.10 84.85439 483353.40 3734429.10

77.45973
483403.40 3734329.10 83.46741 483403.40 3734379.10

78.15452
483403.40 3734429.10 66.77632 483453.40 3734329.10

72.74227
483453.40 3734379.10 71.94770 483453.40 3734429.10

63.89547
483503.40 3734279.10 69.21678 483503.40 3734329.10

63.50306
483503.40 3734379.10 65.51475 483503.40 3734429.10

60.89369
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1615
Menifee Mayor and City Council
July 15, 2026
Page
2245 of 3153

483553.40 3734179.10 55.03092 483553.40 3734229.10

58.90764
483553.40 3734279.10 62.59127 483553.40 3734329.10

58.81629
483553.40 3734379.10 58.88334 483553.40 3734429.10

56.63782
483603.40 3734179.10 49.54282 483603.40 3734229.10

52.84290
483603.40 3734279.10 56.22809 483603.40 3734329.10

54.61086
483603.40 3734379.10 52.07067 483603.40 3734429.10

53.81691
483653.40 3734179.10 45.10523 483653.40 3734229.10

47.92141
483653.40 3734279.10 50.71577 483653.40 3734329.10

50.93826
483653.40 3734379.10 46.53062 483653.40 3734429.10

49.80134
483703.40 3734129.10 38.90240 483703.40 3734179.10

41.76629
483703.40 3734229.10 44.26829 483703.40 3734279.10

45.93932
483703.40 3734329.10 47.27707 483703.40 3734379.10

43.94415
483703.40 3734429.10 44.57156 483753.40 3734029.10

34.69910
483753.40 3734079.10 36.41085 483753.40 3734129.10

35.72033
483753.40 3734179.10 38.53569 483753.40 3734229.10

40.55496
483753.40 3734279.10 42.13827 483753.40 3734329.10

44.20268
483753.40 3734379.10 41.61347 483753.40 3734429.10

40.22562
483803.40 3734029.10 31.96717 483803.40 3734079.10

33.59674
*** AERMOD - VERSION 24142 *** *** C:\Lakes\AERMOD View\Projects\Trumble and Watson\Trumble and Watson. *** 01/22/26
*** AERMET - VERSION 22112 *** ***
*** 10:50:52

PAGE 511
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST-HIGHEST MAX DAILY 1-HR AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: SLINE1 ***
INCLUDING SOURCE(S): L0000706 , L0000707 , L0000708 , L0000709 , L0000710 ,
L0000711 , L0000712 , L0000713 , L0000714 , L0000715 , L0000716 , L0000717 , L0000718 ,
L0000719 , L0000720 , L0000721 , L0000722 , L0000723 , L0000724 , L0000725 , L0000726 ,
L0000727 , L0000728 , L0000729 , L0000730 , L0000731 , L0000732 , L0000733 ,
*** DISCRETE CARTESIAN RECEPTOR POINTS ***
** CONC OF SO2 IN MICROGRAMS/M**3
**

X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
483803.40 3734129.10 32.98790 483803.40 3734179.10

35.63024
483803.40 3734229.10 37.44080 483803.40 3734279.10

39.49295
483803.40 3734329.10 41.08699 483803.40 3734379.10

39.27471
483803.40 3734429.10 36.75874 483853.40 3733979.10

30.54650
483853.40 3734029.10 30.64380 483853.40 3734079.10

31.25879
483853.40 3734129.10 30.71263 483853.40 3734179.10 Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1616
Menifee Mayor and City Council
July 15, 2026
Page
2246 of 3153

33.13259
483853.40 3734229.10 35.25979 483853.40 3734279.10

37.39872
483853.40 3734329.10 38.52260 483853.40 3734379.10

37.39607
483853.40 3734429.10 36.02665 483903.40 3733929.10

28.74938
483903.40 3733979.10 28.81358 483903.40 3734029.10

28.92178
483903.40 3734079.10 29.28465 483903.40 3734129.10

28.72058
483903.40 3734179.10 31.58582 483903.40 3734229.10

32.77821
483903.40 3734279.10 35.19037 483903.40 3734329.10

37.18653
483903.40 3734379.10 37.22940 483903.40 3734429.10

35.43626
483953.40 3733879.10 26.17246 483953.40 3733929.10

27.16506
483953.40 3733979.10 27.57322 483953.40 3734029.10

28.18270
483953.40 3734079.10 27.86839 483953.40 3734129.10

27.15368
483953.40 3734179.10 30.69200 483953.40 3734229.10

31.26686
483953.40 3734279.10 34.88968 483953.40 3734329.10

36.06980
483953.40 3734379.10 35.54363 483953.40 3734429.10

34.58525
484003.40 3733879.10 25.05435 484003.40 3733929.10

25.84409
484003.40 3733979.10 28.07616 484003.40 3734029.10

28.58952
484003.40 3734079.10 27.76561 484003.40 3734129.10

27.98415
484003.40 3734179.10 31.19608 484003.40 3734229.10

32.20155
484003.40 3734279.10 33.59451 484003.40 3734329.10

34.10868
484003.40 3734379.10 34.35853 484003.40 3734429.10

33.50631
484053.40 3733829.10 23.39059 484053.40 3733879.10

25.16545
484053.40 3733929.10 26.20019 484053.40 3733979.10

26.59072
484053.40 3734029.10 27.61388 484053.40 3734079.10

26.48951
484053.40 3734129.10 27.19782 484053.40 3734179.10

29.89259
484053.40 3734229.10 30.96314 484053.40 3734279.10

32.49739
484053.40 3734329.10 32.21233 484053.40 3734379.10

32.87723
484053.40 3734429.10 32.11843 483351.97 3734543.35

57.14689
483351.97 3734593.35 51.27084 483351.97 3734643.35

47.15590
483351.97 3734693.35 41.46566 483351.97 3734743.35

34.85301
483351.97 3734793.35 28.88341 483351.97 3734843.35

24.05841
483401.97 3734543.35 52.93752 483401.97 3734593.35

48.17572
483401.97 3734643.35 43.18721 483401.97 3734693.35

40.51007
483401.97 3734743.35 37.13085 483401.97 3734793.35

32.90063
483401.97 3734843.35 28.15498 483451.97 3734543.35

50.85878
*** AERMOD - VERSION 24142 *** *** C:\Lakes\AERMOD View\Projects\Trumble and Watson\Trumble and Watson. *** 01/22/26
*** AERMET - VERSION 22112 *** ***
*** 10:50:52

PAGE 512
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1617
Menifee Mayor and City Council
July 15, 2026
Page
2247 of 3153

*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST-HIGHEST MAX DAILY 1-HR AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: SLINE1 ***
INCLUDING SOURCE(S): L0000706 , L0000707 , L0000708 , L0000709 , L0000710 ,
L0000711 , L0000712 , L0000713 , L0000714 , L0000715 , L0000716 , L0000717 , L0000718 ,
L0000719 , L0000720 , L0000721 , L0000722 , L0000723 , L0000724 , L0000725 , L0000726 ,
L0000727 , L0000728 , L0000729 , L0000730 , L0000731 , L0000732 , L0000733 ,
*** DISCRETE CARTESIAN RECEPTOR POINTS ***
** CONC OF SO2 IN MICROGRAMS/M**3
**

X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
483451.97 3734593.35 44.74782 483451.97 3734643.35

41.42496
483451.97 3734693.35 37.95932 483451.97 3734743.35

34.64135
483451.97 3734793.35 33.03727 483451.97 3734843.35

30.38001
483501.97 3734543.35 49.90335 483501.97 3734593.35

42.92025
483501.97 3734643.35 38.85508 483501.97 3734693.35

36.22516
483501.97 3734743.35 33.70994 483501.97 3734793.35

30.53866
483501.97 3734843.35 29.24121 483551.97 3734543.35

44.39265
483551.97 3734593.35 43.35419 483551.97 3734643.35

37.44063
483551.97 3734693.35 33.83529 483551.97 3734743.35

32.33138
483551.97 3734793.35 30.42505 483551.97 3734843.35

27.74412
483601.97 3734543.35 41.41715 483601.97 3734593.35

39.90552
483601.97 3734643.35 39.02878 483601.97 3734693.35

32.51209
483601.97 3734743.35 29.88111 483601.97 3734793.35

28.97773
483601.97 3734843.35 27.33175 483651.97 3734543.35

41.56736
483651.97 3734593.35 36.29141 483651.97 3734643.35

36.81022
483651.97 3734693.35 34.20953 483651.97 3734743.35

29.01369
483651.97 3734793.35 26.95490 483651.97 3734843.35

26.02311
483701.97 3734543.35 40.90577 483701.97 3734593.35

35.83734
483701.97 3734643.35 33.22804 483701.97 3734693.35

33.39842
483701.97 3734743.35 30.28477 483701.97 3734793.35

26.40838
483701.97 3734843.35 23.88427 483751.97 3734543.35

39.84950
483751.97 3734593.35 35.88105 483751.97 3734643.35

32.83503
483751.97 3734693.35 31.72693 483751.97 3734743.35

30.15025
483751.97 3734793.35 26.95446 483751.97 3734843.35

23.73746
483801.97 3734543.35 40.08125 483801.97 3734593.35

38.13721
483801.97 3734643.35 33.53300 483801.97 3734693.35

31.43837
483801.97 3734743.35 29.41698 483801.97 3734793.35 Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1618
Menifee Mayor and City Council
July 15, 2026
Page
2248 of 3153

27.19387
483801.97 3734843.35 24.53835 483851.97 3734543.35

38.52449
483851.97 3734593.35 37.34742 483851.97 3734643.35

33.97050
483851.97 3734693.35 29.91043 483851.97 3734743.35

29.10296
483851.97 3734793.35 27.89038 483851.97 3734843.35

26.64056
483901.97 3734543.35 37.55920 483901.97 3734593.35

36.16529
483901.97 3734643.35 34.67230 483901.97 3734693.35

30.41040
483901.97 3734743.35 27.59299 483901.97 3734793.35

26.78398
483901.97 3734843.35 26.31115 483951.97 3734543.35

35.70405
483951.97 3734593.35 34.25735 483951.97 3734643.35

34.12466
483951.97 3734693.35 30.89345 483951.97 3734743.35

26.96645
483951.97 3734793.35 26.23499 483951.97 3734843.35

25.64590
484001.97 3734593.35 33.27332 484001.97 3734643.35

32.43468
484001.97 3734693.35 31.03996 484001.97 3734743.35

27.09283
*** AERMOD - VERSION 24142 *** *** C:\Lakes\AERMOD View\Projects\Trumble and Watson\Trumble and Watson. *** 01/22/26
*** AERMET - VERSION 22112 *** ***
*** 10:50:52

PAGE 513
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST-HIGHEST MAX DAILY 1-HR AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: SLINE1 ***
INCLUDING SOURCE(S): L0000706 , L0000707 , L0000708 , L0000709 , L0000710 ,
L0000711 , L0000712 , L0000713 , L0000714 , L0000715 , L0000716 , L0000717 , L0000718 ,
L0000719 , L0000720 , L0000721 , L0000722 , L0000723 , L0000724 , L0000725 , L0000726 ,
L0000727 , L0000728 , L0000729 , L0000730 , L0000731 , L0000732 , L0000733 ,
*** DISCRETE CARTESIAN RECEPTOR POINTS ***
** CONC OF SO2 IN MICROGRAMS/M**3
**

X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
484001.97 3734793.35 24.56981 484001.97 3734843.35

25.36953
484051.97 3734543.35 31.04231 484051.97 3734593.35

32.08980
484051.97 3734643.35 30.62494 484051.97 3734693.35

30.43938
484051.97 3734743.35 27.57698 484051.97 3734793.35

24.52400
484051.97 3734843.35 23.41814

*** AERMOD - VERSION 24142 *** *** C:\Lakes\AERMOD View\Projects\Trumble and Watson\Trumble and Watson. *** 01/22/26
*** AERMET - VERSION 22112 *** ***
*** 10:50:52

PAGE 514
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST-HIGHEST MAX DAILY 1-HR AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: ALL ***
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1619
Menifee Mayor and City Council
July 15, 2026
Page
2249 of 3153

INCLUDING SOURCE(S): PAREA1 , PAREA2 , L0000160 , L0000161 , L0000162 ,
L0000163 , L0000164 , L0000165 , L0000166 , L0000167 , L0000168 , L0000169 , L0000170 ,
L0000171 , L0000172 , L0000173 , L0000174 , L0000175 , L0000176 , L0000177 , L0000178 ,
L0000179 , L0000180 , L0000181 , L0000182 , L0000183 , L0000184 , L0000185 , . . . ,
*** DISCRETE CARTESIAN RECEPTOR POINTS ***
** CONC OF SO2 IN MICROGRAMS/M**3
**

X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
482899.87 3734008.40 917.08652 482899.87 3734018.40 893.11996
482899.87 3734028.40 928.79178 482899.87 3734038.40 1014.27140
482899.87 3734048.40 1026.49572 482899.87 3734058.40 1052.83629
482899.87 3734068.40 1138.65571 482899.87 3734108.40 1317.83841
482899.87 3734158.40 1500.98276 482899.87 3734168.40 1501.77187
482909.87 3734008.40 959.20390 482909.87 3734018.40 1046.92926
482909.87 3734028.40 1012.25139 482909.87 3734038.40 1050.88789
482909.87 3734048.40 1154.62319 482909.87 3734058.40 1146.02538
482909.87 3734068.40 1194.57978 482909.87 3734108.40 1510.89216
482909.87 3734118.40 1519.25736 482909.87 3734128.40 1560.84610
482909.87 3734138.40 1657.92335 482909.87 3734148.40 1620.43014
482909.87 3734158.40 1647.49587 482909.87 3734168.40 1753.48536
482919.87 3734008.40 945.72934 482919.87 3734018.40 974.02495
482919.87 3734028.40 1004.55347 482919.87 3734038.40 1045.99416
482919.87 3734048.40 1089.57755 482919.87 3734058.40 1142.66704
482919.87 3734068.40 1202.28690 482919.87 3734108.40 1524.01727
482919.87 3734118.40 1616.32533 482919.87 3734128.40 1682.53721
482919.87 3734138.40 1730.79515 482919.87 3734148.40 1753.84278
482919.87 3734158.40 1772.50369 482919.87 3734168.40 1793.49718
482929.87 3734008.40 903.17806 482929.87 3734018.40 930.04736
482929.87 3734028.40 963.62573 482929.87 3734038.40 1010.26288
482929.87 3734048.40 1058.96953 482929.87 3734058.40 1110.78563
482929.87 3734068.40 1169.78975 482929.87 3734108.40 1556.54919
482929.87 3734118.40 1691.09802 482929.87 3734128.40 1795.95342
482929.87 3734138.40 1863.14682 482929.87 3734148.40 1899.27466
482929.87 3734158.40 1911.86335 482929.87 3734168.40 1923.53658
482939.87 3734008.40 877.87861 482939.87 3734018.40 908.14434
482939.87 3734028.40 939.34356 482939.87 3734038.40 983.38523
482939.87 3734048.40 1036.94588 482939.87 3734058.40 Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1620
Menifee Mayor and City Council
July 15, 2026
Page
2250 of 3153

1095.33894
482939.87 3734068.40 1158.68701 482939.87 3734078.40 1228.52270
482939.87 3734088.40 1321.64213 482939.87 3734098.40 1443.68880
482949.87 3734008.40 857.77126 482949.87 3734018.40 889.18758
482949.87 3734028.40 924.87187 482949.87 3734038.40 965.93205
482949.87 3734048.40 1021.52624 482949.87 3734058.40 1081.54624
482949.87 3734068.40 1152.37253 482949.87 3734078.40 1230.56982
482949.87 3734088.40 1320.59652 482949.87 3734098.40 1451.02979
482959.87 3734008.40 843.13915 482959.87 3734018.40 876.14539
482959.87 3734028.40 911.12812 482959.87 3734038.40 951.14118
482959.87 3734048.40 1007.57482 482959.87 3734058.40 1073.68427
482959.87 3734068.40 1145.69359 482959.87 3734078.40 1229.76630
*** AERMOD - VERSION 24142 *** *** C:\Lakes\AERMOD View\Projects\Trumble and Watson\Trumble and Watson. *** 01/22/26
*** AERMET - VERSION 22112 *** ***
*** 10:50:52

PAGE 515
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST-HIGHEST MAX DAILY 1-HR AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: ALL ***
INCLUDING SOURCE(S): PAREA1 , PAREA2 , L0000160 , L0000161 , L0000162 ,
L0000163 , L0000164 , L0000165 , L0000166 , L0000167 , L0000168 , L0000169 , L0000170 ,
L0000171 , L0000172 , L0000173 , L0000174 , L0000175 , L0000176 , L0000177 , L0000178 ,
L0000179 , L0000180 , L0000181 , L0000182 , L0000183 , L0000184 , L0000185 , . . . ,
*** DISCRETE CARTESIAN RECEPTOR POINTS ***
** CONC OF SO2 IN MICROGRAMS/M**3
**

X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
482959.87 3734088.40 1327.52443 482969.87 3734058.40 1061.23339
482969.87 3734068.40 1139.67224 482969.87 3734078.40 1225.97811
482969.87 3734088.40 1329.37014 482969.87 3734098.40 1456.05183
482969.87 3734108.40 1671.93536 482969.87 3734118.40 1701.89402
482979.87 3734098.40 1464.61654 482979.87 3734108.40 1678.65092
482979.87 3734118.40 1676.86209 482989.87 3734098.40 1465.13959
482989.87 3734108.40 1682.09379 482989.87 3734118.40 1793.27761
482999.87 3734098.40 1466.83362 482999.87 3734108.40 1685.97004
483009.87 3734098.40 1458.36816 483009.87 3734108.40 1676.77968
483019.87 3734058.40 1000.00784 483019.87 3734068.40 1064.52670
483019.87 3734078.40 1158.24244 483019.87 3734088.40 1285.43331
483019.87 3734098.40 1446.12904 483019.87 3734108.40 1660.85213
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1621
Menifee Mayor and City Council
July 15, 2026
Page
2251 of 3153

483019.87 3734118.40 1678.01921 483029.87 3734058.40 999.83318
483029.87 3734068.40 1059.87472 483029.87 3734078.40 1140.94178
483029.87 3734088.40 1267.34236 483029.87 3734098.40 1425.32405
483029.87 3734108.40 1641.65330 483029.87 3734118.40 1774.91564
483039.87 3734058.40 1004.16991 483039.87 3734068.40 1064.61023
483039.87 3734078.40 1132.73726 483039.87 3734088.40 1242.66261
483049.87 3734058.40 1009.48965 483049.87 3734068.40 1070.15647
483049.87 3734078.40 1137.62926 483049.87 3734088.40 1234.54047
483059.87 3734058.40 1013.58010 483059.87 3734068.40 1074.77431
483059.87 3734078.40 1147.91669 483059.87 3734088.40 1253.08033
483069.87 3734058.40 1015.53688 483069.87 3734068.40 1078.40484
483069.87 3734078.40 1157.17270 483069.87 3734088.40 1268.39394
483079.87 3734078.40 1172.78225 483079.87 3734088.40 1282.43173
483235.08 3733970.41 731.31855 483285.08 3733970.41 705.11775
483335.08 3733770.41 408.73562 483335.08 3733820.41 472.69934
483335.08 3733870.41 524.43879 483335.08 3733920.41 580.44921
483335.08 3733970.41 641.86051 483335.08 3734170.41 785.69774
483385.08 3733770.41 412.98969 483385.08 3733820.41 451.56278
483385.08 3733870.41 489.17975 483385.08 3733920.41 533.36000
483385.08 3733970.41 582.31201 483385.08 3734020.41 606.67621
483385.08 3734070.41 652.36967 483435.08 3733720.41 363.60801
483435.08 3733770.41 391.99737 483435.08 3733820.41 422.96011
483435.08 3733870.41 455.03025 483435.08 3733920.41 490.70119
483435.08 3733970.41 514.96335 483435.08 3734020.41 545.11503
483435.08 3734070.41 563.63319 483485.08 3733770.41 368.84108
483485.08 3733820.41 397.39500 483485.08 3733870.41 423.87240
483485.08 3733920.41 446.52469 483485.08 3733970.41 457.42283
483485.08 3734020.41 493.74921 483485.08 3734070.41 466.26089
*** AERMOD - VERSION 24142 *** *** C:\Lakes\AERMOD View\Projects\Trumble and Watson\Trumble and Watson. *** 01/22/26
*** AERMET - VERSION 22112 *** ***
*** 10:50:52

PAGE 516
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST-HIGHEST MAX DAILY 1-HR AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: ALL ***
INCLUDING SOURCE(S): PAREA1 , PAREA2 , L0000160 , L0000161 , L0000162 ,
L0000163 , L0000164 , L0000165 , L0000166 , L0000167 , L0000168 , L0000169 , L0000170 ,
L0000171 , L0000172 , L0000173 , L0000174 , L0000175 , L0000176 , L0000177 , L0000178 ,
L0000179 , L0000180 , L0000181 , L0000182 , L0000183 , L0000184 , L0000185 , . . . ,
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1622
Menifee Mayor and City Council
July 15, 2026
Page
2252 of 3153

*** DISCRETE CARTESIAN RECEPTOR POINTS ***
** CONC OF SO2 IN MICROGRAMS/M**3
**

X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
483535.08 3733720.41 326.99108 483535.08 3733770.41 347.01326
483535.08 3733820.41 370.83240 483535.08 3733870.41 390.51787
483535.08 3733920.41 392.94054 483535.08 3733970.41 425.76400
483535.08 3734020.41 430.44998 483585.08 3733720.41 309.46443
483585.08 3733770.41 327.16990 483585.08 3733820.41 345.40863
483585.08 3733870.41 345.29080 483585.08 3733920.41 371.22398
483585.08 3733970.41 390.57669 483635.08 3733720.41 293.64537
483635.08 3733770.41 308.03608 483635.08 3733820.41 305.61147
483635.08 3733870.41 323.02955 483635.08 3733920.41 346.19151
483635.08 3733970.41 341.49884 483685.08 3733720.41 278.11718
483685.08 3733770.41 274.57616 483685.08 3733820.41 286.35702
483685.08 3733870.41 306.99396 483685.08 3733920.41 323.12827
483735.08 3733720.41 251.04713 483735.08 3733770.41 259.49878
483735.08 3733820.41 281.33319 483735.08 3733870.41 297.56214
483785.08 3733720.41 231.30683 483785.08 3733770.41 251.84053
483785.08 3733820.41 267.63830 483835.08 3733820.41 251.63742
483353.40 3734379.10 694.81782 483353.40 3734429.10 596.09413
483403.40 3734329.10 604.26604 483403.40 3734379.10 595.75669
483403.40 3734429.10 551.21136 483453.40 3734329.10 526.60427
483453.40 3734379.10 515.40675 483453.40 3734429.10 512.79709
483503.40 3734279.10 494.72645 483503.40 3734329.10 479.58590
483503.40 3734379.10 461.34704 483503.40 3734429.10 464.24848
483553.40 3734179.10 422.84638 483553.40 3734229.10 418.57791
483553.40 3734279.10 439.23276 483553.40 3734329.10 438.04485
483553.40 3734379.10 409.14171 483553.40 3734429.10 409.80192
483603.40 3734179.10 373.55146 483603.40 3734229.10 373.68778
483603.40 3734279.10 392.52827 483603.40 3734329.10 398.99228
483603.40 3734379.10 361.60640 483603.40 3734429.10 371.22866
483653.40 3734179.10 340.94006 483653.40 3734229.10 342.94201
483653.40 3734279.10 353.61877 483653.40 3734329.10 363.75661
483653.40 3734379.10 328.69155 483653.40 3734429.10 352.46145
483703.40 3734129.10 319.58579 483703.40 3734179.10 311.43414
483703.40 3734229.10 313.64566 483703.40 3734279.10 322.07051
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1623
Menifee Mayor and City Council
July 15, 2026
Page
2253 of 3153

483703.40 3734329.10 333.98724 483703.40 3734379.10 308.43984
483703.40 3734429.10 316.14880 483753.40 3734029.10 289.42498
483753.40 3734079.10 292.75864 483753.40 3734129.10 293.48483
483753.40 3734179.10 286.60887 483753.40 3734229.10 287.08081
483753.40 3734279.10 296.26118 483753.40 3734329.10 318.82543
483753.40 3734379.10 301.51661 483753.40 3734429.10 293.86332
483803.40 3734029.10 271.94920 483803.40 3734079.10 270.24780
*** AERMOD - VERSION 24142 *** *** C:\Lakes\AERMOD View\Projects\Trumble and Watson\Trumble and Watson. *** 01/22/26
*** AERMET - VERSION 22112 *** ***
*** 10:50:52

PAGE 517
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST-HIGHEST MAX DAILY 1-HR AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: ALL ***
INCLUDING SOURCE(S): PAREA1 , PAREA2 , L0000160 , L0000161 , L0000162 ,
L0000163 , L0000164 , L0000165 , L0000166 , L0000167 , L0000168 , L0000169 , L0000170 ,
L0000171 , L0000172 , L0000173 , L0000174 , L0000175 , L0000176 , L0000177 , L0000178 ,
L0000179 , L0000180 , L0000181 , L0000182 , L0000183 , L0000184 , L0000185 , . . . ,
*** DISCRETE CARTESIAN RECEPTOR POINTS ***
** CONC OF SO2 IN MICROGRAMS/M**3
**

X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
483803.40 3734129.10 271.53134 483803.40 3734179.10 265.17663
483803.40 3734229.10 265.79000 483803.40 3734279.10 279.56410
483803.40 3734329.10 300.23751 483803.40 3734379.10 285.33641
483803.40 3734429.10 267.25124 483853.40 3733979.10 259.83562
483853.40 3734029.10 265.02361 483853.40 3734079.10 255.81606
483853.40 3734129.10 250.63906 483853.40 3734179.10 247.43994
483853.40 3734229.10 256.85651 483853.40 3734279.10 271.21186
483853.40 3734329.10 279.09838 483853.40 3734379.10 270.68440
483853.40 3734429.10 250.46101 483903.40 3733929.10 237.74356
483903.40 3733979.10 246.68936 483903.40 3734029.10 248.27496
483903.40 3734079.10 248.41354 483903.40 3734129.10 242.17483
483903.40 3734179.10 246.37688 483903.40 3734229.10 240.97810
483903.40 3734279.10 254.64681 483903.40 3734329.10 261.28641
483903.40 3734379.10 259.20382 483903.40 3734429.10 238.02263
483953.40 3733879.10 206.12917 483953.40 3733929.10 228.94913
483953.40 3733979.10 235.48930 483953.40 3734029.10 236.91292
483953.40 3734079.10 235.89756 483953.40 3734129.10 Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1624
Menifee Mayor and City Council
July 15, 2026
Page
2254 of 3153

228.17518
483953.40 3734179.10 235.65847 483953.40 3734229.10 228.93514
483953.40 3734279.10 241.72509 483953.40 3734329.10 249.13476
483953.40 3734379.10 246.09297 483953.40 3734429.10 227.98074
484003.40 3733879.10 203.65845 484003.40 3733929.10 216.80270
484003.40 3733979.10 225.00100 484003.40 3734029.10 226.85205
484003.40 3734079.10 223.93672 484003.40 3734129.10 219.77641
484003.40 3734179.10 224.52271 484003.40 3734229.10 219.07459
484003.40 3734279.10 229.09335 484003.40 3734329.10 235.03075
484003.40 3734379.10 235.46931 484003.40 3734429.10 220.29811
484053.40 3733829.10 179.80814 484053.40 3733879.10 201.10081
484053.40 3733929.10 207.22288 484053.40 3733979.10 212.13044
484053.40 3734029.10 217.55868 484053.40 3734079.10 210.98301
484053.40 3734129.10 209.77399 484053.40 3734179.10 213.01022
484053.40 3734229.10 209.08468 484053.40 3734279.10 219.05473
484053.40 3734329.10 222.99236 484053.40 3734379.10 224.68146
484053.40 3734429.10 211.80979 483351.97 3734543.35 497.04234
483351.97 3734593.35 454.54881 483351.97 3734643.35 402.49332
483351.97 3734693.35 351.06990 483351.97 3734743.35 298.41703
483351.97 3734793.35 255.62435 483351.97 3734843.35 218.58981
483401.97 3734543.35 445.59578 483401.97 3734593.35 423.85202
483401.97 3734643.35 390.85624 483401.97 3734693.35 355.03141
483401.97 3734743.35 315.77638 483401.97 3734793.35 275.47243
483401.97 3734843.35 238.33577 483451.97 3734543.35 409.11149
*** AERMOD - VERSION 24142 *** *** C:\Lakes\AERMOD View\Projects\Trumble and Watson\Trumble and Watson. *** 01/22/26
*** AERMET - VERSION 22112 *** ***
*** 10:50:52

PAGE 518
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST-HIGHEST MAX DAILY 1-HR AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: ALL ***
INCLUDING SOURCE(S): PAREA1 , PAREA2 , L0000160 , L0000161 , L0000162 ,
L0000163 , L0000164 , L0000165 , L0000166 , L0000167 , L0000168 , L0000169 , L0000170 ,
L0000171 , L0000172 , L0000173 , L0000174 , L0000175 , L0000176 , L0000177 , L0000178 ,
L0000179 , L0000180 , L0000181 , L0000182 , L0000183 , L0000184 , L0000185 , . . . ,
*** DISCRETE CARTESIAN RECEPTOR POINTS ***
** CONC OF SO2 IN MICROGRAMS/M**3
**

X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1625
Menifee Mayor and City Council
July 15, 2026
Page
2255 of 3153

483451.97 3734593.35 382.42748 483451.97 3734643.35 366.01311
483451.97 3734693.35 338.75726 483451.97 3734743.35 315.44654
483451.97 3734793.35 284.63425 483451.97 3734843.35 254.76389
483501.97 3734543.35 376.78841 483501.97 3734593.35 357.43312
483501.97 3734643.35 337.66608 483501.97 3734693.35 320.67825
483501.97 3734743.35 298.38910 483501.97 3734793.35 281.12484
483501.97 3734843.35 258.22587 483551.97 3734543.35 355.60849
483551.97 3734593.35 330.40753 483551.97 3734643.35 313.98129
483551.97 3734693.35 296.27578 483551.97 3734743.35 289.11364
483551.97 3734793.35 271.49997 483551.97 3734843.35 257.62352
483601.97 3734543.35 342.11820 483601.97 3734593.35 310.31105
483601.97 3734643.35 304.59834 483601.97 3734693.35 277.00703
483601.97 3734743.35 264.07669 483601.97 3734793.35 259.88745
483601.97 3734843.35 245.38567 483651.97 3734543.35 345.21013
483651.97 3734593.35 310.55215 483651.97 3734643.35 287.65447
483651.97 3734693.35 267.61582 483651.97 3734743.35 248.48064
483651.97 3734793.35 238.70179 483651.97 3734843.35 234.44891
483701.97 3734543.35 334.26996 483701.97 3734593.35 310.74429
483701.97 3734643.35 284.27532 483701.97 3734693.35 264.81613
483701.97 3734743.35 252.39804 483701.97 3734793.35 232.95362
483701.97 3734843.35 215.10983 483751.97 3734543.35 311.18394
483751.97 3734593.35 302.22273 483751.97 3734643.35 281.99844
483751.97 3734693.35 257.61385 483751.97 3734743.35 242.95628
483751.97 3734793.35 228.46673 483751.97 3734843.35 215.49183
483801.97 3734543.35 289.42146 483801.97 3734593.35 291.60652
483801.97 3734643.35 275.23427 483801.97 3734693.35 253.63843
483801.97 3734743.35 232.14452 483801.97 3734793.35 222.38045
483801.97 3734843.35 214.76380 483851.97 3734543.35 269.56938
483851.97 3734593.35 275.71321 483851.97 3734643.35 269.41756
483851.97 3734693.35 251.09269 483851.97 3734743.35 228.40783
483851.97 3734793.35 214.58382 483851.97 3734843.35 210.09466
483901.97 3734543.35 252.22238 483901.97 3734593.35 258.41677
483901.97 3734643.35 260.06659 483901.97 3734693.35 245.76248
483901.97 3734743.35 227.12604 483901.97 3734793.35 207.79757
483901.97 3734843.35 200.51071 483951.97 3734543.35 233.30074
483951.97 3734593.35 242.00655 483951.97 3734643.35 247.15120
483951.97 3734693.35 240.39145 483951.97 3734743.35 223.03009
483951.97 3734793.35 206.24903 483951.97 3734843.35 Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1626
Menifee Mayor and City Council
July 15, 2026
Page
2256 of 3153

196.07361
484001.97 3734593.35 227.89236 484001.97 3734643.35 232.33661
484001.97 3734693.35 231.88995 484001.97 3734743.35 218.81338
*** AERMOD - VERSION 24142 *** *** C:\Lakes\AERMOD View\Projects\Trumble and Watson\Trumble and Watson. *** 01/22/26
*** AERMET - VERSION 22112 *** ***
*** 10:50:52

PAGE 519
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST-HIGHEST MAX DAILY 1-HR AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: ALL ***
INCLUDING SOURCE(S): PAREA1 , PAREA2 , L0000160 , L0000161 , L0000162 ,
L0000163 , L0000164 , L0000165 , L0000166 , L0000167 , L0000168 , L0000169 , L0000170 ,
L0000171 , L0000172 , L0000173 , L0000174 , L0000175 , L0000176 , L0000177 , L0000178 ,
L0000179 , L0000180 , L0000181 , L0000182 , L0000183 , L0000184 , L0000185 , . . . ,
*** DISCRETE CARTESIAN RECEPTOR POINTS ***
** CONC OF SO2 IN MICROGRAMS/M**3
**

X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
484001.97 3734793.35 207.59620 484001.97 3734843.35 193.40720
484051.97 3734543.35 208.44886 484051.97 3734593.35 213.68433
484051.97 3734643.35 218.55094 484051.97 3734693.35 220.20093
484051.97 3734743.35 213.70724 484051.97 3734793.35 201.97232
484051.97 3734843.35 188.91837

*** AERMOD - VERSION 24142 *** *** C:\Lakes\AERMOD View\Projects\Trumble and Watson\Trumble and Watson. *** 01/22/26
*** AERMET - VERSION 22112 *** ***
*** 10:50:52

PAGE 520
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE SUMMARY OF MAXIMUM PERIOD ( 43848 HRS) RESULTS
***
** CONC OF SO2 IN MICROGRAMS/M**3
**

NETWORK

GROUP ID AVERAGE CONC RECEPTOR (XR, YR, ZELEV, ZHILL,

ZFLAG) OF TYPE GRID-ID
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
IDLE1 1ST HIGHEST VALUE IS 16.36536 AT ( 483079.87, 3734088.40, 436.01, 436.01,

0.00) DC
2ND HIGHEST VALUE IS 15.76922 AT ( 483029.87, 3734118.40, 435.91, 435.91,

0.00) DC
3RD HIGHEST VALUE IS 15.11499 AT ( 483069.87, 3734088.40, 435.96, 435.96,

0.00) DC
4TH HIGHEST VALUE IS 14.62131 AT ( 483079.87, 3734078.40, 436.02, 436.02,

0.00) DC
5TH HIGHEST VALUE IS 14.58135 AT ( 483019.87, 3734118.40, 435.90, 435.90,

0.00) DC
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1627
Menifee Mayor and City Council
July 15, 2026
Page
2257 of 3153

6TH HIGHEST VALUE IS 14.19628 AT ( 483029.87, 3734108.40, 435.82, 435.82,

0.00) DC
7TH HIGHEST VALUE IS 14.04064 AT ( 483059.87, 3734088.40, 435.92, 435.92,

0.00) DC
8TH HIGHEST VALUE IS 13.58616 AT ( 483069.87, 3734078.40, 435.92, 435.92,

0.00) DC
9TH HIGHEST VALUE IS 13.24687 AT ( 483019.87, 3734108.40, 435.79, 435.79,

0.00) DC
10TH HIGHEST VALUE IS 13.11505 AT ( 483049.87, 3734088.40, 435.89, 435.89,

0.00) DC
IDLE2 1ST HIGHEST VALUE IS 13.75348 AT ( 483079.87, 3734088.40, 436.01, 436.01,

0.00) DC
2ND HIGHEST VALUE IS 12.93047 AT ( 483069.87, 3734088.40, 435.96, 435.96,

0.00) DC
3RD HIGHEST VALUE IS 12.45524 AT ( 483079.87, 3734078.40, 436.02, 436.02,

0.00) DC
4TH HIGHEST VALUE IS 12.31565 AT ( 483029.87, 3734118.40, 435.91, 435.91,

0.00) DC
5TH HIGHEST VALUE IS 12.15565 AT ( 483059.87, 3734088.40, 435.92, 435.92,

0.00) DC
6TH HIGHEST VALUE IS 11.78156 AT ( 483069.87, 3734078.40, 435.92, 435.92,

0.00) DC
7TH HIGHEST VALUE IS 11.54611 AT ( 483029.87, 3734108.40, 435.82, 435.82,

0.00) DC
8TH HIGHEST VALUE IS 11.41737 AT ( 483049.87, 3734088.40, 435.89, 435.89,

0.00) DC
9TH HIGHEST VALUE IS 11.32386 AT ( 483019.87, 3734118.40, 435.90, 435.90,

0.00) DC
10TH HIGHEST VALUE IS 11.13489 AT ( 483059.87, 3734078.40, 435.88, 435.88,

0.00) DC
IN1 1ST HIGHEST VALUE IS 34.67288 AT ( 482909.87, 3734018.40, 435.33, 435.33,

0.00) DC
2ND HIGHEST VALUE IS 34.58719 AT ( 482909.87, 3734048.40, 435.36, 435.36,

0.00) DC
3RD HIGHEST VALUE IS 33.95939 AT ( 482909.87, 3734108.40, 435.27, 435.27,

0.00) DC
4TH HIGHEST VALUE IS 33.73791 AT ( 482909.87, 3734138.40, 435.26, 435.26,

0.00) DC
5TH HIGHEST VALUE IS 33.63807 AT ( 482909.87, 3734168.40, 435.25, 435.25,

0.00) DC
6TH HIGHEST VALUE IS 29.83212 AT ( 482899.87, 3734008.40, 435.36, 435.36,

0.00) DC
7TH HIGHEST VALUE IS 29.74030 AT ( 482899.87, 3734038.40, 435.40, 435.40,

0.00) DC
8TH HIGHEST VALUE IS 29.55490 AT ( 482899.87, 3734068.40, 435.34, 435.34,

0.00) DC
9TH HIGHEST VALUE IS 28.98612 AT ( 482899.87, 3734158.40, 435.28, 435.28,

0.00) DC
10TH HIGHEST VALUE IS 27.36225 AT ( 482919.87, 3734008.40, 435.35, 435.35,

0.00) DC
IN2 1ST HIGHEST VALUE IS 38.96332 AT ( 482909.87, 3734018.40, 435.33, 435.33,

0.00) DC
2ND HIGHEST VALUE IS 38.67152 AT ( 482909.87, 3734048.40, 435.36, 435.36,

0.00) DC
3RD HIGHEST VALUE IS 37.42378 AT ( 482909.87, 3734108.40, 435.27, 435.27,

0.00) DC
4TH HIGHEST VALUE IS 36.32573 AT ( 482909.87, 3734138.40, 435.26, 435.26,

0.00) DC
5TH HIGHEST VALUE IS 34.22131 AT ( 482909.87, 3734168.40, 435.25, 435.25,

0.00) DC
6TH HIGHEST VALUE IS 33.71814 AT ( 482899.87, 3734008.40, 435.36, 435.36,

0.00) DC
7TH HIGHEST VALUE IS 33.39752 AT ( 482899.87, 3734038.40, 435.40, 435.40,

0.00) DC
8TH HIGHEST VALUE IS 32.90305 AT ( 482899.87, 3734068.40, 435.34, 435.34,

0.00) DC
9TH HIGHEST VALUE IS 30.63025 AT ( 482919.87, 3734008.40, 435.35, 435.35,

0.00) DC
10TH HIGHEST VALUE IS 30.53219 AT ( 482919.87, 3734018.40, 435.35, 435.35,

0.00) DC
*** AERMOD - VERSION 24142 *** *** C:\Lakes\AERMOD View\Projects\Trumble and Watson\Trumble and Watson. *** 01/22/26
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1628
Menifee Mayor and City Council
July 15, 2026
Page
2258 of 3153

*** AERMET - VERSION 22112 *** ***
*** 10:50:52

PAGE 521
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE SUMMARY OF MAXIMUM PERIOD ( 43848 HRS) RESULTS
***
** CONC OF SO2 IN MICROGRAMS/M**3
**

NETWORK

GROUP ID AVERAGE CONC RECEPTOR (XR, YR, ZELEV, ZHILL,

ZFLAG) OF TYPE GRID-ID
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
ONSITE1 1ST HIGHEST VALUE IS 10.20023 AT ( 483029.87, 3734118.40, 435.91, 435.91,

0.00) DC
2ND HIGHEST VALUE IS 10.11581 AT ( 483079.87, 3734088.40, 436.01, 436.01,

0.00) DC
3RD HIGHEST VALUE IS 9.64355 AT ( 483069.87, 3734088.40, 435.96, 435.96,

0.00) DC
4TH HIGHEST VALUE IS 9.63042 AT ( 483019.87, 3734118.40, 435.90, 435.90,

0.00) DC
5TH HIGHEST VALUE IS 9.43466 AT ( 483029.87, 3734108.40, 435.82, 435.82,

0.00) DC
6TH HIGHEST VALUE IS 9.25842 AT ( 483079.87, 3734078.40, 436.02, 436.02,

0.00) DC
7TH HIGHEST VALUE IS 9.21314 AT ( 483059.87, 3734088.40, 435.92, 435.92,

0.00) DC
8TH HIGHEST VALUE IS 8.95506 AT ( 483019.87, 3734108.40, 435.79, 435.79,

0.00) DC
9TH HIGHEST VALUE IS 8.85612 AT ( 483069.87, 3734078.40, 435.92, 435.92,

0.00) DC
10TH HIGHEST VALUE IS 8.81283 AT ( 483049.87, 3734088.40, 435.89, 435.89,

0.00) DC
OUT1 1ST HIGHEST VALUE IS 31.75377 AT ( 482909.87, 3734008.40, 435.32, 435.32,

0.00) DC
2ND HIGHEST VALUE IS 31.68681 AT ( 482909.87, 3734018.40, 435.33, 435.33,

0.00) DC
3RD HIGHEST VALUE IS 31.65731 AT ( 482909.87, 3734028.40, 435.38, 435.38,

0.00) DC
4TH HIGHEST VALUE IS 31.63322 AT ( 482909.87, 3734038.40, 435.40, 435.40,

0.00) DC
5TH HIGHEST VALUE IS 31.49208 AT ( 482909.87, 3734048.40, 435.36, 435.36,

0.00) DC
6TH HIGHEST VALUE IS 31.37029 AT ( 482909.87, 3734058.40, 435.34, 435.34,

0.00) DC
7TH HIGHEST VALUE IS 31.30824 AT ( 482909.87, 3734068.40, 435.36, 435.36,

0.00) DC
8TH HIGHEST VALUE IS 30.90469 AT ( 482909.87, 3734108.40, 435.27, 435.27,

0.00) DC
9TH HIGHEST VALUE IS 30.82406 AT ( 482909.87, 3734118.40, 435.31, 435.31,

0.00) DC
10TH HIGHEST VALUE IS 30.77924 AT ( 482909.87, 3734128.40, 435.32, 435.32,

0.00) DC
OUT2 1ST HIGHEST VALUE IS 36.24334 AT ( 482909.87, 3734008.40, 435.32, 435.32,

0.00) DC
2ND HIGHEST VALUE IS 36.22855 AT ( 482909.87, 3734018.40, 435.33, 435.33,

0.00) DC
3RD HIGHEST VALUE IS 36.15107 AT ( 482909.87, 3734028.40, 435.38, 435.38,

0.00) DC
4TH HIGHEST VALUE IS 36.01812 AT ( 482909.87, 3734038.40, 435.40, 435.40,

0.00) DC
5TH HIGHEST VALUE IS 35.93143 AT ( 482909.87, 3734048.40, 435.36, 435.36,

0.00) DC
6TH HIGHEST VALUE IS 35.72734 AT ( 482909.87, 3734058.40, 435.34, 435.34,

0.00) DC
7TH HIGHEST VALUE IS 35.47546 AT ( 482909.87, 3734068.40, 435.36, 435.36, Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1629
Menifee Mayor and City Council
July 15, 2026
Page
2259 of 3153

0.00) DC
8TH HIGHEST VALUE IS 34.26839 AT ( 482909.87, 3734108.40, 435.27, 435.27,

0.00) DC
9TH HIGHEST VALUE IS 33.85985 AT ( 482909.87, 3734118.40, 435.31, 435.31,

0.00) DC
10TH HIGHEST VALUE IS 33.40435 AT ( 482909.87, 3734128.40, 435.32, 435.32,

0.00) DC
PAREA1 1ST HIGHEST VALUE IS 23.50043 AT ( 483029.87, 3734118.40, 435.91, 435.91,

0.00) DC
2ND HIGHEST VALUE IS 23.07854 AT ( 483019.87, 3734118.40, 435.90, 435.90,

0.00) DC
3RD HIGHEST VALUE IS 21.64201 AT ( 483029.87, 3734108.40, 435.82, 435.82,

0.00) DC
4TH HIGHEST VALUE IS 21.18901 AT ( 483019.87, 3734108.40, 435.79, 435.79,

0.00) DC
5TH HIGHEST VALUE IS 20.99547 AT ( 482989.87, 3734118.40, 435.80, 436.92,

0.00) DC
6TH HIGHEST VALUE IS 20.62943 AT ( 483009.87, 3734108.40, 435.71, 435.71,

0.00) DC
7TH HIGHEST VALUE IS 19.92128 AT ( 482999.87, 3734108.40, 435.65, 435.65,

0.00) DC
8TH HIGHEST VALUE IS 19.88577 AT ( 482979.87, 3734118.40, 435.74, 437.04,

0.00) DC
9TH HIGHEST VALUE IS 19.72805 AT ( 482929.87, 3734168.40, 435.32, 435.32,

0.00) DC
10TH HIGHEST VALUE IS 19.09922 AT ( 483029.87, 3734098.40, 435.84, 435.84,

0.00) DC
*** AERMOD - VERSION 24142 *** *** C:\Lakes\AERMOD View\Projects\Trumble and Watson\Trumble and Watson. *** 01/22/26
*** AERMET - VERSION 22112 *** ***
*** 10:50:52

PAGE 522
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE SUMMARY OF MAXIMUM PERIOD ( 43848 HRS) RESULTS
***
** CONC OF SO2 IN MICROGRAMS/M**3
**

NETWORK

GROUP ID AVERAGE CONC RECEPTOR (XR, YR, ZELEV, ZHILL,

ZFLAG) OF TYPE GRID-ID
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
PAREA2 1ST HIGHEST VALUE IS 32.40042 AT ( 483029.87, 3734118.40, 435.91, 435.91,

0.00) DC
2ND HIGHEST VALUE IS 31.07410 AT ( 483019.87, 3734118.40, 435.90, 435.90,

0.00) DC
3RD HIGHEST VALUE IS 27.16810 AT ( 483029.87, 3734108.40, 435.82, 435.82,

0.00) DC
4TH HIGHEST VALUE IS 25.88582 AT ( 483019.87, 3734108.40, 435.79, 435.79,

0.00) DC
5TH HIGHEST VALUE IS 24.54704 AT ( 482989.87, 3734118.40, 435.80, 436.92,

0.00) DC
6TH HIGHEST VALUE IS 24.28968 AT ( 483009.87, 3734108.40, 435.71, 435.71,

0.00) DC
7TH HIGHEST VALUE IS 22.62008 AT ( 483029.87, 3734098.40, 435.84, 435.84,

0.00) DC
8TH HIGHEST VALUE IS 22.32809 AT ( 482999.87, 3734108.40, 435.65, 435.65,

0.00) DC
9TH HIGHEST VALUE IS 21.43242 AT ( 482979.87, 3734118.40, 435.74, 437.04,

0.00) DC
10TH HIGHEST VALUE IS 21.40945 AT ( 483019.87, 3734098.40, 435.79, 435.79,

0.00) DC
SLINE1 1ST HIGHEST VALUE IS 95.87727 AT ( 482999.87, 3734108.40, 435.65, 435.65,

0.00) DC
2ND HIGHEST VALUE IS 95.83541 AT ( 483009.87, 3734108.40, 435.71, 435.71,

0.00) DC
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1630
Menifee Mayor and City Council
July 15, 2026
Page
2260 of 3153

3RD HIGHEST VALUE IS 95.20304 AT ( 482989.87, 3734108.40, 435.62, 435.62,

0.00) DC
4TH HIGHEST VALUE IS 95.15544 AT ( 483019.87, 3734108.40, 435.79, 435.79,

0.00) DC
5TH HIGHEST VALUE IS 94.21805 AT ( 483029.87, 3734108.40, 435.82, 435.82,

0.00) DC
6TH HIGHEST VALUE IS 93.41417 AT ( 482989.87, 3734118.40, 435.80, 436.92,

0.00) DC
7TH HIGHEST VALUE IS 92.75290 AT ( 482979.87, 3734108.40, 435.59, 435.59,

0.00) DC
8TH HIGHEST VALUE IS 86.99100 AT ( 482969.87, 3734108.40, 435.55, 435.55,

0.00) DC
9TH HIGHEST VALUE IS 86.17895 AT ( 483029.87, 3734118.40, 435.91, 435.91,

0.00) DC
10TH HIGHEST VALUE IS 83.13975 AT ( 482929.87, 3734168.40, 435.32, 435.32,

0.00) DC
ALL 1ST HIGHEST VALUE IS 217.94806 AT ( 482929.87, 3734168.40, 435.32, 435.32,

0.00) DC
2ND HIGHEST VALUE IS 215.54506 AT ( 482909.87, 3734168.40, 435.25, 435.25,

0.00) DC
3RD HIGHEST VALUE IS 213.16119 AT ( 482929.87, 3734158.40, 435.30, 435.30,

0.00) DC
4TH HIGHEST VALUE IS 206.26680 AT ( 482929.87, 3734148.40, 435.28, 435.28,

0.00) DC
5TH HIGHEST VALUE IS 206.17006 AT ( 482919.87, 3734168.40, 435.31, 435.31,

0.00) DC
6TH HIGHEST VALUE IS 205.24001 AT ( 483029.87, 3734118.40, 435.91, 435.91,

0.00) DC
7TH HIGHEST VALUE IS 204.59114 AT ( 482909.87, 3734138.40, 435.26, 435.26,

0.00) DC
8TH HIGHEST VALUE IS 204.12215 AT ( 482989.87, 3734118.40, 435.80, 436.92,

0.00) DC
9TH HIGHEST VALUE IS 203.56959 AT ( 483029.87, 3734108.40, 435.82, 435.82,

0.00) DC
10TH HIGHEST VALUE IS 202.81939 AT ( 483019.87, 3734108.40, 435.79, 435.79,

0.00) DC
*** RECEPTOR TYPES: GC = GRIDCART
GP = GRIDPOLR
DC = DISCCART
DP = DISCPOLR
*** AERMOD - VERSION 24142 *** *** C:\Lakes\AERMOD View\Projects\Trumble and Watson\Trumble and Watson. *** 01/22/26
*** AERMET - VERSION 22112 *** ***
*** 10:50:52

PAGE 523
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE SUMMARY OF MAXIMUM 1ST-HIGHEST MAX DAILY 1-HR RESULTS AVERAGED OVER 5 YEARS ***
** CONC OF SO2 IN MICROGRAMS/M**3
**

NETWORK

GROUP ID AVERAGE CONC RECEPTOR (XR, YR, ZELEV, ZHILL,

ZFLAG) OF TYPE GRID-ID
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
IDLE1 1ST HIGHEST VALUE IS 348.20603 AT ( 483029.87, 3734118.40, 435.91, 435.91,

0.00) DC
2ND HIGHEST VALUE IS 343.73566 AT ( 483019.87, 3734118.40, 435.90, 435.90,

0.00) DC
3RD HIGHEST VALUE IS 320.88488 AT ( 483079.87, 3734088.40, 436.01, 436.01,

0.00) DC
4TH HIGHEST VALUE IS 317.49236 AT ( 483029.87, 3734108.40, 435.82, 435.82,

0.00) DC
5TH HIGHEST VALUE IS 313.80371 AT ( 483019.87, 3734108.40, 435.79, 435.79,

0.00) DC
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1631
Menifee Mayor and City Council
July 15, 2026
Page
2261 of 3153

6TH HIGHEST VALUE IS 313.49961 AT ( 483069.87, 3734088.40, 435.96, 435.96,

0.00) DC
7TH HIGHEST VALUE IS 308.81750 AT ( 483009.87, 3734108.40, 435.71, 435.71,

0.00) DC
8TH HIGHEST VALUE IS 308.00602 AT ( 483059.87, 3734088.40, 435.92, 435.92,

0.00) DC
9TH HIGHEST VALUE IS 303.36930 AT ( 482989.87, 3734118.40, 435.80, 436.92,

0.00) DC
10TH HIGHEST VALUE IS 296.87778 AT ( 483079.87, 3734078.40, 436.02, 436.02,

0.00) DC
IDLE2 1ST HIGHEST VALUE IS 277.10002 AT ( 483029.87, 3734118.40, 435.91, 435.91,

0.00) DC
2ND HIGHEST VALUE IS 265.90794 AT ( 483029.87, 3734108.40, 435.82, 435.82,

0.00) DC
3RD HIGHEST VALUE IS 259.47513 AT ( 483019.87, 3734118.40, 435.90, 435.90,

0.00) DC
4TH HIGHEST VALUE IS 258.42739 AT ( 483059.87, 3734088.40, 435.92, 435.92,

0.00) DC
5TH HIGHEST VALUE IS 257.78560 AT ( 483069.87, 3734088.40, 435.96, 435.96,

0.00) DC
6TH HIGHEST VALUE IS 254.53914 AT ( 483029.87, 3734098.40, 435.84, 435.84,

0.00) DC
7TH HIGHEST VALUE IS 251.50291 AT ( 483049.87, 3734088.40, 435.89, 435.89,

0.00) DC
8TH HIGHEST VALUE IS 250.35355 AT ( 483019.87, 3734108.40, 435.79, 435.79,

0.00) DC
9TH HIGHEST VALUE IS 245.90009 AT ( 483079.87, 3734088.40, 436.01, 436.01,

0.00) DC
10TH HIGHEST VALUE IS 245.08401 AT ( 483039.87, 3734088.40, 435.85, 435.85,

0.00) DC
IN1 1ST HIGHEST VALUE IS 170.13335 AT ( 482909.87, 3734018.40, 435.33, 435.33,

0.00) DC
2ND HIGHEST VALUE IS 170.05663 AT ( 482909.87, 3734048.40, 435.36, 435.36,

0.00) DC
3RD HIGHEST VALUE IS 167.74139 AT ( 482909.87, 3734108.40, 435.27, 435.27,

0.00) DC
4TH HIGHEST VALUE IS 166.78322 AT ( 482909.87, 3734138.40, 435.26, 435.26,

0.00) DC
5TH HIGHEST VALUE IS 166.58710 AT ( 482909.87, 3734168.40, 435.25, 435.25,

0.00) DC
6TH HIGHEST VALUE IS 158.34024 AT ( 482899.87, 3734008.40, 435.36, 435.36,

0.00) DC
7TH HIGHEST VALUE IS 158.06304 AT ( 482899.87, 3734038.40, 435.40, 435.40,

0.00) DC
8TH HIGHEST VALUE IS 157.07455 AT ( 482899.87, 3734068.40, 435.34, 435.34,

0.00) DC
9TH HIGHEST VALUE IS 153.71440 AT ( 482899.87, 3734158.40, 435.28, 435.28,

0.00) DC
10TH HIGHEST VALUE IS 144.65016 AT ( 482909.87, 3734008.40, 435.32, 435.32,

0.00) DC
IN2 1ST HIGHEST VALUE IS 194.68111 AT ( 482909.87, 3734018.40, 435.33, 435.33,

0.00) DC
2ND HIGHEST VALUE IS 194.30753 AT ( 482909.87, 3734048.40, 435.36, 435.36,

0.00) DC
3RD HIGHEST VALUE IS 191.30947 AT ( 482909.87, 3734108.40, 435.27, 435.27,

0.00) DC
4TH HIGHEST VALUE IS 188.14682 AT ( 482909.87, 3734138.40, 435.26, 435.26,

0.00) DC
5TH HIGHEST VALUE IS 180.86530 AT ( 482909.87, 3734168.40, 435.25, 435.25,

0.00) DC
6TH HIGHEST VALUE IS 180.08682 AT ( 482899.87, 3734008.40, 435.36, 435.36,

0.00) DC
7TH HIGHEST VALUE IS 178.06107 AT ( 482899.87, 3734038.40, 435.40, 435.40,

0.00) DC
8TH HIGHEST VALUE IS 174.56924 AT ( 482899.87, 3734068.40, 435.34, 435.34,

0.00) DC
9TH HIGHEST VALUE IS 162.25395 AT ( 482909.87, 3734008.40, 435.32, 435.32,

0.00) DC
10TH HIGHEST VALUE IS 160.05699 AT ( 482909.87, 3734038.40, 435.40, 435.40,

0.00) DC
*** AERMOD - VERSION 24142 *** *** C:\Lakes\AERMOD View\Projects\Trumble and Watson\Trumble and Watson. *** 01/22/26
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1632
Menifee Mayor and City Council
July 15, 2026
Page
2262 of 3153

*** AERMET - VERSION 22112 *** ***
*** 10:50:52

PAGE 524
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE SUMMARY OF MAXIMUM 1ST-HIGHEST MAX DAILY 1-HR RESULTS AVERAGED OVER 5 YEARS ***
** CONC OF SO2 IN MICROGRAMS/M**3
**

NETWORK

GROUP ID AVERAGE CONC RECEPTOR (XR, YR, ZELEV, ZHILL,

ZFLAG) OF TYPE GRID-ID
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
ONSITE1 1ST HIGHEST VALUE IS 137.21927 AT ( 483029.87, 3734118.40, 435.91, 435.91,

0.00) DC
2ND HIGHEST VALUE IS 133.35333 AT ( 483079.87, 3734088.40, 436.01, 436.01,

0.00) DC
3RD HIGHEST VALUE IS 132.20414 AT ( 483019.87, 3734118.40, 435.90, 435.90,

0.00) DC
4TH HIGHEST VALUE IS 130.72797 AT ( 483029.87, 3734108.40, 435.82, 435.82,

0.00) DC
5TH HIGHEST VALUE IS 127.15625 AT ( 483069.87, 3734088.40, 435.96, 435.96,

0.00) DC
6TH HIGHEST VALUE IS 125.47663 AT ( 483079.87, 3734078.40, 436.02, 436.02,

0.00) DC
7TH HIGHEST VALUE IS 125.23798 AT ( 483019.87, 3734108.40, 435.79, 435.79,

0.00) DC
8TH HIGHEST VALUE IS 122.73268 AT ( 483029.87, 3734098.40, 435.84, 435.84,

0.00) DC
9TH HIGHEST VALUE IS 120.55090 AT ( 483009.87, 3734108.40, 435.71, 435.71,

0.00) DC
10TH HIGHEST VALUE IS 119.80744 AT ( 483059.87, 3734088.40, 435.92, 435.92,

0.00) DC
OUT1 1ST HIGHEST VALUE IS 160.45770 AT ( 482899.87, 3734048.40, 435.37, 435.37,

0.00) DC
2ND HIGHEST VALUE IS 158.45441 AT ( 482899.87, 3734108.40, 435.30, 435.30,

0.00) DC
3RD HIGHEST VALUE IS 158.31943 AT ( 482909.87, 3734018.40, 435.33, 435.33,

0.00) DC
4TH HIGHEST VALUE IS 158.22278 AT ( 482909.87, 3734008.40, 435.32, 435.32,

0.00) DC
5TH HIGHEST VALUE IS 157.96625 AT ( 482909.87, 3734038.40, 435.40, 435.40,

0.00) DC
6TH HIGHEST VALUE IS 157.71087 AT ( 482909.87, 3734048.40, 435.36, 435.36,

0.00) DC
7TH HIGHEST VALUE IS 157.60876 AT ( 482909.87, 3734028.40, 435.38, 435.38,

0.00) DC
8TH HIGHEST VALUE IS 156.68812 AT ( 482909.87, 3734068.40, 435.36, 435.36,

0.00) DC
9TH HIGHEST VALUE IS 156.54786 AT ( 482909.87, 3734058.40, 435.34, 435.34,

0.00) DC
10TH HIGHEST VALUE IS 155.76670 AT ( 482899.87, 3734168.40, 435.20, 435.20,

0.00) DC
OUT2 1ST HIGHEST VALUE IS 183.19115 AT ( 482909.87, 3734018.40, 435.33, 435.33,

0.00) DC
2ND HIGHEST VALUE IS 182.95927 AT ( 482909.87, 3734028.40, 435.38, 435.38,

0.00) DC
3RD HIGHEST VALUE IS 182.86331 AT ( 482909.87, 3734048.40, 435.36, 435.36,

0.00) DC
4TH HIGHEST VALUE IS 182.05533 AT ( 482909.87, 3734058.40, 435.34, 435.34,

0.00) DC
5TH HIGHEST VALUE IS 181.90054 AT ( 482909.87, 3734008.40, 435.32, 435.32,

0.00) DC
6TH HIGHEST VALUE IS 181.86725 AT ( 482909.87, 3734038.40, 435.40, 435.40,

0.00) DC
7TH HIGHEST VALUE IS 180.64502 AT ( 482909.87, 3734068.40, 435.36, 435.36, Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1633
Menifee Mayor and City Council
July 15, 2026
Page
2263 of 3153

0.00) DC
8TH HIGHEST VALUE IS 180.54801 AT ( 482899.87, 3734028.40, 435.42, 435.42,

0.00) DC
9TH HIGHEST VALUE IS 177.72475 AT ( 482909.87, 3734108.40, 435.27, 435.27,

0.00) DC
10TH HIGHEST VALUE IS 177.44208 AT ( 482899.87, 3734058.40, 435.34, 435.34,

0.00) DC
PAREA1 1ST HIGHEST VALUE IS 410.86609 AT ( 482929.87, 3734168.40, 435.32, 435.32,

0.00) DC
2ND HIGHEST VALUE IS 405.67296 AT ( 482929.87, 3734158.40, 435.30, 435.30,

0.00) DC
3RD HIGHEST VALUE IS 403.01709 AT ( 482929.87, 3734148.40, 435.28, 435.28,

0.00) DC
4TH HIGHEST VALUE IS 402.15958 AT ( 483019.87, 3734118.40, 435.90, 435.90,

0.00) DC
5TH HIGHEST VALUE IS 402.10591 AT ( 482979.87, 3734118.40, 435.74, 437.04,

0.00) DC
6TH HIGHEST VALUE IS 401.91952 AT ( 482989.87, 3734118.40, 435.80, 436.92,

0.00) DC
7TH HIGHEST VALUE IS 400.85545 AT ( 483029.87, 3734118.40, 435.91, 435.91,

0.00) DC
8TH HIGHEST VALUE IS 400.37266 AT ( 482969.87, 3734118.40, 435.64, 437.01,

0.00) DC
9TH HIGHEST VALUE IS 397.87977 AT ( 482929.87, 3734138.40, 435.33, 435.33,

0.00) DC
10TH HIGHEST VALUE IS 394.90980 AT ( 482919.87, 3734168.40, 435.31, 435.31,

0.00) DC
*** AERMOD - VERSION 24142 *** *** C:\Lakes\AERMOD View\Projects\Trumble and Watson\Trumble and Watson. *** 01/22/26
*** AERMET - VERSION 22112 *** ***
*** 10:50:52

PAGE 525
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE SUMMARY OF MAXIMUM 1ST-HIGHEST MAX DAILY 1-HR RESULTS AVERAGED OVER 5 YEARS ***
** CONC OF SO2 IN MICROGRAMS/M**3
**

NETWORK

GROUP ID AVERAGE CONC RECEPTOR (XR, YR, ZELEV, ZHILL,

ZFLAG) OF TYPE GRID-ID
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
PAREA2 1ST HIGHEST VALUE IS 613.31474 AT ( 483019.87, 3734118.40, 435.90, 435.90,

0.00) DC
2ND HIGHEST VALUE IS 610.21621 AT ( 483029.87, 3734118.40, 435.91, 435.91,

0.00) DC
3RD HIGHEST VALUE IS 596.45494 AT ( 482989.87, 3734118.40, 435.80, 436.92,

0.00) DC
4TH HIGHEST VALUE IS 584.25003 AT ( 482979.87, 3734118.40, 435.74, 437.04,

0.00) DC
5TH HIGHEST VALUE IS 572.72881 AT ( 482969.87, 3734118.40, 435.64, 437.01,

0.00) DC
6TH HIGHEST VALUE IS 553.35539 AT ( 482929.87, 3734158.40, 435.30, 435.30,

0.00) DC
7TH HIGHEST VALUE IS 552.65808 AT ( 482929.87, 3734168.40, 435.32, 435.32,

0.00) DC
8TH HIGHEST VALUE IS 546.96242 AT ( 482929.87, 3734148.40, 435.28, 435.28,

0.00) DC
9TH HIGHEST VALUE IS 544.70787 AT ( 483019.87, 3734108.40, 435.79, 435.79,

0.00) DC
10TH HIGHEST VALUE IS 542.47692 AT ( 483029.87, 3734108.40, 435.82, 435.82,

0.00) DC
SLINE1 1ST HIGHEST VALUE IS 573.27924 AT ( 482929.87, 3734148.40, 435.28, 435.28,

0.00) DC
2ND HIGHEST VALUE IS 570.60776 AT ( 482989.87, 3734118.40, 435.80, 436.92,

0.00) DC
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1634
Menifee Mayor and City Council
July 15, 2026
Page
2264 of 3153

3RD HIGHEST VALUE IS 567.55771 AT ( 482929.87, 3734158.40, 435.30, 435.30,

0.00) DC
4TH HIGHEST VALUE IS 556.90233 AT ( 482929.87, 3734168.40, 435.32, 435.32,

0.00) DC
5TH HIGHEST VALUE IS 550.87366 AT ( 482989.87, 3734108.40, 435.62, 435.62,

0.00) DC
6TH HIGHEST VALUE IS 550.43012 AT ( 482979.87, 3734108.40, 435.59, 435.59,

0.00) DC
7TH HIGHEST VALUE IS 549.01492 AT ( 483029.87, 3734118.40, 435.91, 435.91,

0.00) DC
8TH HIGHEST VALUE IS 548.56125 AT ( 482999.87, 3734108.40, 435.65, 435.65,

0.00) DC
9TH HIGHEST VALUE IS 544.78850 AT ( 482929.87, 3734138.40, 435.33, 435.33,

0.00) DC
10TH HIGHEST VALUE IS 543.40093 AT ( 482969.87, 3734108.40, 435.55, 435.55,

0.00) DC
ALL 1ST HIGHEST VALUE IS 1923.53658 AT ( 482929.87, 3734168.40, 435.32, 435.32,

0.00) DC
2ND HIGHEST VALUE IS 1911.86335 AT ( 482929.87, 3734158.40, 435.30, 435.30,

0.00) DC
3RD HIGHEST VALUE IS 1899.27466 AT ( 482929.87, 3734148.40, 435.28, 435.28,

0.00) DC
4TH HIGHEST VALUE IS 1863.14682 AT ( 482929.87, 3734138.40, 435.33, 435.33,

0.00) DC
5TH HIGHEST VALUE IS 1795.95342 AT ( 482929.87, 3734128.40, 435.41, 435.41,

0.00) DC
6TH HIGHEST VALUE IS 1793.49718 AT ( 482919.87, 3734168.40, 435.31, 435.31,

0.00) DC
7TH HIGHEST VALUE IS 1793.27761 AT ( 482989.87, 3734118.40, 435.80, 436.92,

0.00) DC
8TH HIGHEST VALUE IS 1774.91564 AT ( 483029.87, 3734118.40, 435.91, 435.91,

0.00) DC
9TH HIGHEST VALUE IS 1772.50369 AT ( 482919.87, 3734158.40, 435.30, 435.30,

0.00) DC
10TH HIGHEST VALUE IS 1753.84278 AT ( 482919.87, 3734148.40, 435.26, 435.26,

0.00) DC
*** RECEPTOR TYPES: GC = GRIDCART
GP = GRIDPOLR
DC = DISCCART
DP = DISCPOLR
*** AERMOD - VERSION 24142 *** *** C:\Lakes\AERMOD View\Projects\Trumble and Watson\Trumble and Watson. *** 01/22/26
*** AERMET - VERSION 22112 *** ***
*** 10:50:52

PAGE 526
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** Message Summary : AERMOD Model Execution ***
--------- Summary of Total Messages --------

A Total of 0 Fatal Error Message(s)
A Total of 3 Warning Message(s)
A Total of 598 Informational Message(s)
A Total of 43848 Hours Were Processed
A Total of 227 Calm Hours Identified
A Total of 371 Missing Hours Identified ( 0.85 Percent)

******** FATAL ERROR MESSAGES ********
*** NONE ***

******** WARNING MESSAGES ********
CO W361 26 COCARD: Multiyear PERIOD/ANNUAL values for NO2/SO2 require MULTYEAR Opt ME W186 5396 MEOPEN: THRESH_1MIN 1-min ASOS wind speed threshold used 0.50 ME W187 5396 MEOPEN: ADJ_U* Option for Stable Low Winds used in AERMET Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1635
Menifee Mayor and City Council
July 15, 2026
Page
2265 of 3153

************************************
*** AERMOD Finishes Successfully ***
************************************
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1636
Menifee Mayor and City Council
July 15, 2026
Page
2266 of 3153

This page intentionally left blank
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1637
Menifee Mayor and City Council
July 15, 2026
Page
2267 of 3153

Final MND
Appendix C
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1638
Menifee Mayor and City Council
July 15, 2026
Page
2268 of 3153

translutions, inc.
17632 Irvine Boulevard, Suite 200,
Tustin, California 92780
Phone (949)656-3131 Fax (949)445-3131
solutions @ translutions.com

the transportation solutions company...

February 16, 2026
Mr. Ryan Luckert, Supervising Planner,
Rincon Consultants, Inc.
(via email)

Subject: Watson Road and Trumble Road Warehouse – Queueing & Signal Warrant Analysis Dear Ryan,
Translutions, Inc. (Translutions) is pleased to provide this letter discussing the queueing analysis and signal warrant analysi s for the proposed Watson Road and Trumble Road Warehouse project. This memo is intended to respond to comments received from Caltrans and the City of Perris which requested a queueing analysis for the project.

Queueing Analysis
A queuing analysis was conducted at the study area intersections under the following scenarios using the 95 th percentile queue lengths
per the HCM 7 th Edition. Further, the queueing analysis has been conducted for 2050 conditions since that is when the volumes are highest. So, this memo evaluates queues for the following conditions:
 Horizon Year (2050) without Project Conditions
 Horizon Year (2050) with Project Conditions
 Horizon Year (2050) with Project Conditions with Circulation Improvements Synchro reports HCM queues as number of vehicles per lane. The number of vehicles has been converted to queue lengths using an average vehicle length (including gaps) of 25 feet. Table A shows the resulting queue lengths under Horizon Year without and wi th project conditions and Table B shows the queue lengths under Horizon Year with project with improvements conditions. The queue worksheets are included in Attachment A.

As seen on Table A, queues are forecast to exceed available st orage space at the intersection of Trumble Road/Ethanac Road.

However, the project related increases are minimal (with an increase of 50 feet for the eastbound left turn queue and no increa ses in the other directions). Further, the queues at the project drivewa ys are minimal, and therefore, should not obstruct traffic flo ws along Trumble Road. Further, it should be noted that there are no impact thresholds based on queues.

As seen on Table B, some queues are forecast to exceed availabl e storage space at the intersection of Trumble Road/Ethanac Road .

It is recommended that sufficient storage space be provided when improvements are constructed at the intersection. As stated ab ove, the project related increases in queues are minimal.

Peak Hour Signal Warrant Analysis
Peak hour signal warrants have been conducted for unsignalized intersections based on the Manual on Uniform Traffic Control Devices Revision 6 (2014 Edition) for intersections at which signals are recommended as improvements. Figures 1, 2, and 3 shows the pea k hour warrants based on the 70% factors. As seen from the figures, signals are warranted at all intersections where signals are recommended.

Hope you will find this information helpful. We can be reached by email or phone if you have any questions.

Sincerely,
translutions, Inc.

Deepali Chausalkar
Principal

Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1639
Menifee Mayor and City Council
July 15, 2026
Page
2269 of 3153

2/16/2026 (P:\Rincon - Watson & Trumble\Analysis v2\Queuing & PHSW Memo\Queueing & PHSW Memo - Watson and Trumble.docx) 2 the transportation solutions company...

Attachments:
 Table A – Horizon Year (2050) Queue Lengths
 Table B – Horizon Year (2050) With Circulation Improvements Queue Lengths  Figure 1 – Peak Hour Signal Warrant - Trumble Road/Ethanac Road – Opening Year Cumulative With Project  Figure 2 – Peak Hour Signal Warrant - Trumble Road/Ethanac Road - Horizon Year With Project  Figure 3 – Peak Hour Signal Warrant – Watson Road/SR-74 – Horizon Year With Project  Attachment A – HCM Worksheets
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1640
Menifee Mayor and City Council
July 15, 2026
Page
2270 of 3153

the transportation solutions company...

AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour
Intersection Movement Queue Length1 Queue Length1 Queue Length1 Queue Length1 1 . Trumble Road & Watson Road
WBL 773 25 25 25 25
NB 398 75 50 75 50
2 . Trumble Road & Driveway 1 0000
WBL 150 0 0 25 25
S B L T W L T L 0000
3 . Trumble Road & Driveway 2 0000
E B L 3 5 0 2 502 50
WBL 150 0 0 25 25
S B L T W L T L 0000
4 . Trumble Road & Illinois Avenue
EBL 100 25 25 25 25
EBR 100 25 25 25 25
N B L 9 9 2 52 52 52 5
5 . Trumble Road & Ethanac Road
EBL 133 275 275 325 325
EBR 340 125 200 125 200
WBL 100 250 850 250 850
NBL 100 425 1225 425 1225
SBL 115 150 200 175 200
6 . Watson Road and SR-74
WBL 150 75 100 75 100
NB 775 450 425 475 475
Notes: Bold = Exceeds storage length
Storage
Length (In
Feet)
Without Project With Project
Table A: Horizon Year (2050) Queue Lengths
P:\Rincon - Watson & Trumble\Analysis v2\Queuing Memo\Queues.xlsx\2050 Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1641
Menifee Mayor and City Council
July 15, 2026
Page
2271 of 3153

the transportation solutions company...

AM Peak Hour PM Peak Hour
Intersection Movement Queue Length1 Queue Length1
5 . Trumble Road & Ethanac Road
EBL 133 225 225
EBR 340 100 200
WBL 100 125 725
WBR 0 75 50
NBL 100 125 225
NBR 0 75 275
SBL 115 100 125
SBR 0 225 250
6 . Watson Road and SR-74
WBL 150 300 275
NBL 775 450 375
Notes: Bold = Exceeds storage length
Table B: Horizon Year (2050) With Circulation Improvements Queue Lengths Storage Length
(In Feet)
With Project
P:\Rincon - Watson & Trumble\Analysis v2\Queuing Memo\Queues.xlsx\2050 CirImp Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1642
Menifee Mayor and City Council
July 15, 2026
Page
2272 of 3153

SOURCE: MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, FIGURE 4C-4 FIGURE 1  Trumble Road and Watson Road Warehouse
 PM Peak Hour Trumble Road/Ethanac Road - Opening Year Cumulative With Project Warrant 3: Peak Hour Signal Warrant (70% Factor)
AM Peak Hour
the transportation solutions company...
(2806,684)
(2633,363)
P:\Rincon - Watson & Trumble\Analysis v2\Signal Warrant 70% Int5 Cumul.xlsx (2/16/2026) Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1643
Menifee Mayor and City Council
July 15, 2026
Page
2273 of 3153

SOURCE: MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, FIGURE 4C-4 FIGURE 2  Trumble Road and Watson Road Warehouse
 PM Peak Hour Trumble Road/Ethanac Road - Horizon Year With Project Warrant 3: Peak Hour Signal Warrant (70% Factor)
AM Peak Hour
the transportation solutions company...
(2945,718)
(2763,380)
P:\Rincon - Watson & Trumble\Analysis v2\Signal Warrant 70% Int5 2050.xlsx (2/16/2026) Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1644
Menifee Mayor and City Council
July 15, 2026
Page
2274 of 3153

SOURCE: MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, FIGURE 4C-4 FIGURE 3  Trumble Road and Watson Road Warehouse
 PM Peak Hour Watson Road/SR 74 - Horizon Year With Project Warrant 3: Peak Hour Signal Warrant (70% Factor)
AM Peak Hour
the transportation solutions company...
(3338,236)
(3378,292)
P:\Rincon - Watson & Trumble\Analysis v2\Signal Warrant 70% Int6 2050.xlsx (2/16/2026) Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1645
Menifee Mayor and City Council
July 15, 2026
Page
2275 of 3153

2/16/2026 (P:\Rincon - Watson & Trumble\Analysis v2\Queuing Memo\Queueing Memo - Watson and Trumble.docx) 2 the transportation solutions company...

APPENDIX A: HCM WORKSHEETS
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1646
Menifee Mayor and City Council
July 15, 2026
Page
2276 of 3153

1: Trumble Road & Watson Road
HCM 7th TWSC 13 20 50 Without Prj AM
Trumble Watson.syn
Synchro 12 Report Page 1
Intersection
Int Delay, s/veh 9.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 26 65 254 48 1 69 0 266 0 0 0
Future Vol, veh/h 0 26 65 254 48 1 69 0 266 0 0 0
C o n f l i c t i n g P e d s , # / h r 000000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 98 98 98 98 98 98 98 98 98 98 98 98
H e a v y V e h i c l e s , % 222222222222
Mvmt Flow 0 27 66 259 49 1 70 0 271 0 0 0
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 50 0 0 93 0 0 627 628 60 594 661 49 Stage 1 - ----- 6 0 6 0- 5 6 8 5 6 8-
Stage 2 - ----- 5 6 7 5 6 8- 2 7 9 3-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 C r i t i c a l H d w y S t g 1 ------ 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2- C r i t i c a l H d w y S t g 2 ------ 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1557 - - 1502 - - 396 400 1006 416 383 1019 Stage 1 - ----- 9 5 2 8 4 5- 5 0 8 5 0 6-
Stage 2 - ----- 5 0 8 5 0 6- 9 9 1 8 1 8-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1557 - - 1502 - - 326 329 1006 250 315 1019 Mov Cap-2 Maneuver - ----- 3 2 6 3 2 9- 2 5 0 3 1 5-
Stage 1 - ----- 9 5 2 8 4 5- 4 1 8 4 1 7-
Stage 2 - ----- 4 1 8 4 1 6- 7 2 4 8 1 8-
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0 6.62 14.86 0

HCM LOS B A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 703 1557 - - 1460 - - -
HCM Lane V/C Ratio 0.486 - - - 0.173 - - -
HCM Ctrl Dly (s/v) 14.9 0 - - 7.9 0 - 0
HCM Lane LOS B A - - A A - A
HCM 95th %tile Q(veh) 2.7 0 - - 0.6 - - -
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1647
Menifee Mayor and City Council
July 15, 2026
Page
2277 of 3153

2: Trumble Road & Driveway 1
HCM 7th TWSC 13 20 50 Without Prj AM
Trumble Watson.syn
Synchro 12 Report Page 2
Intersection
Int Delay, s/veh 0
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 0 335 0 0 319
Future Vol, veh/h 0 0 335 0 0 319
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 - - - 0 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 0 353 0 0 336
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 688 353 0 0 353 0
Stage 1 353 -----
Stage 2 336 -----
Critical Hdwy 6.42 6.22 - - 4.12 -
C r i t i c a l H d w y S t g 1 5 . 4 2-----
C r i t i c a l H d w y S t g 2 5 . 4 2-----
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 412 691 - - 1206 -
Stage 1 711 -----
Stage 2 724 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 412 691 - - 1206 -
Mov Cap-2 Maneuver 515 -----
Stage 1 711 -----
Stage 2 724 -----
Approach WB NB SB
HCM Ctrl Dly, s/v 0 0 0

HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - - 1206 -
HCM Lane V/C Ratio -----
HCM Ctrl Dly (s/v) - - 0 0 -
HCM Lane LOS - - A A -
HCM 95th %tile Q(veh) - - - 0 -
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1648
Menifee Mayor and City Council
July 15, 2026
Page
2278 of 3153

3: Trumble Road & Driveway 2
HCM 7th TWSC 13 20 50 Without Prj AM
Trumble Watson.syn
Synchro 12 Report Page 3
Intersection
Int Delay, s/veh 0.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 12 0 9 0 0 0 0 292 0 0 288 0
Future Vol, veh/h 12 0 9 0 0 0 0 292 0 0 288 0
C o n f l i c t i n g P e d s , # / h r 000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - ----- 0-- 0--
Veh in Median Storage, # - 2 - - 2 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
H e a v y V e h i c l e s , % 222222222222
Mvmt Flow 13 0 9 0 0 0 0 307 0 0 303 0
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 611 611 303 611 611 307 303 0 0 307 0 0 Stage 1 303 303 - 307 307 -------
Stage 2 307 307 - 303 303 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - C r i t i c a l H d w y S t g 1 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- C r i t i c a l H d w y S t g 2 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 406 409 737 406 409 733 1258 - - 1253 - - Stage 1 706 663 - 703 661 -------
Stage 2 703 661 - 706 663 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 406 409 737 401 409 733 1258 - - 1253 - - Mov Cap-2 Maneuver 574 548 - 570 548 -------
Stage 1 706 663 - 703 661 -------
Stage 2 703 661 - 697 663 -------
Approach EB WB NB SB
HCM Ctrl Dly, s/v 10.88 0 0 0

HCM LOS B A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1258 - - 634 - 1253 - -
HCM Lane V/C Ratio - - - 0.035 ----
HCM Ctrl Dly (s/v) 0 - - 10.9 0 0 - -
HCM Lane LOS A - - B A A - -
HCM 95th %tile Q(veh) 0 - - 0.1 - 0 - -
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1649
Menifee Mayor and City Council
July 15, 2026
Page
2279 of 3153

4: Trumble Road & Illinois Avenue
HCM 7th TWSC 13 20 50 Without Prj AM
Trumble Watson.syn
Synchro 12 Report Page 4
Intersection
Int Delay, s/veh 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 11 0 67 0 0 0 75 281 0 0 275 14
Future Vol, veh/h 11 0 67 0 0 0 75 281 0 0 275 14
C o n f l i c t i n g P e d s , # / h r 000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length 98 ----- 9 9-- 0--
Veh in Median Storage, # - 2 - - 2 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
H e a v y V e h i c l e s , % 222222222222
Mvmt Flow 12 0 71 0 0 0 79 296 0 0 289 15
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 751 751 297 743 758 296 304 0 0 296 0 0 Stage 1 297 297 - 454 454 -------
Stage 2 454 454 - 289 304 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - C r i t i c a l H d w y S t g 1 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- C r i t i c a l H d w y S t g 2 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 327 340 743 331 336 744 1257 - - 1266 - - Stage 1 712 668 - 586 570 -------
Stage 2 586 570 - 718 663 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 307 318 743 281 315 744 1257 - - 1266 - - Mov Cap-2 Maneuver 479 468 - 443 451 -------
Stage 1 712 668 - 549 534 -------
Stage 2 549 534 - 650 663 -------
Approach EB WB NB SB
HCM Ctrl Dly, s/v 10.69 0 1.7 0

HCM LOS B A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1257 - - 479 743 - 1266 - -
HCM Lane V/C Ratio 0.063 - - 0.024 0.095 ----
HCM Ctrl Dly (s/v) 8.1 - - 12.7 10.4 0 0 - -
HCM Lane LOS A - - BBAA - -
HCM 95th %tile Q(veh) 0.2 - - 0.1 0.3 - 0 - -
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1650
Menifee Mayor and City Council
July 15, 2026
Page
2280 of 3153

5: Trumble Road & Ethanac Road
HCM 7th Signalized Intersection Summary 13 2050 Without Prj AM Trumble Watson.syn
Synchro 12 Report Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 175 1181 170 106 1016 84 202 70 76 82 87 193 Future Volume (veh/h) 175 1181 170 106 1016 84 202 70 76 82 87 193 I n i t i a l Q ( Q b ) , v e h 000000000000
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 184 1243 179 112 1069 88 213 74 80 86 92 203 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 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 237 1021 865 111 810 67 200 202 218 111 102 224 Arrive On Green 0.13 0.55 0.55 0.06 0.48 0.48 0.11 0.25 0.25 0.06 0.20 0.20 Sat Flow, veh/h 1781 1870 1585 1781 1705 140 1781 822 889 1781 519 1145 Grp Volume(v), veh/h 184 1243 179 112 0 1157 213 0 154 86 0 295 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 0 1845 1781 0 1710 1781 0 1664 Q Serve(g_s), s 12.0 65.5 6.9 7.5 0.0 57.0 13.5 0.0 9.0 5.7 0.0 20.8 Cycle Q Clear(g_c), s 12.0 65.5 6.9 7.5 0.0 57.0 13.5 0.0 9.0 5.7 0.0 20.8 Prop In Lane 1.00 1.00 1.00 0.08 1.00 0.52 1.00 0.69
Lane Grp Cap(c), veh/h 237 1021 865 111 0 877 200 0 420 111 0 326 V/C Ratio(X) 0.78 1.22 0.21 1.01 0.00 1.32 1.06 0.00 0.37 0.77 0.00 0.91 Avail Cap(c_a), veh/h 245 1021 865 111 0 877 200 0 420 111 0 326 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 50.3 27.3 14.0 56.3 0.0 31.5 53.2 0.0 37.5 55.4 0.0 47.2 Incr Delay (d2), s/veh 14.1 106.9 0.1 86.9 0.0 151.9 81.2 0.0 2.5 27.8 0.0 30.7 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(95%),veh/ln 10.2 79.6 4.3 10.0 0.0 88.0 16.3 0.0 7.3 6.0 0.0 16.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 64.3 134.2 14.1 143.2 0.0 183.3 134.5 0.0 40.0 83.2 0.0 77.8 LnGrp LOS E F B F F F D F E
Approach Vol, veh/h 1606 1269 367 381
Approach Delay, s/veh 112.8 179.8 94.8 79.0
Approach LOS F F F E
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 10.0 32.0 10.0 68.0 16.0 26.0 18.5 59.5 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 5.5 27.5 5.5 63.5 11.5 21.5 14.5 54.5 Max Q Clear Time (g_c+I1), s 7.7 11.0 9.5 67.5 15.5 22.8 14.0 59.0 Green Ext Time (p_c), s 0.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 7th Control Delay, s/veh 130.9
HCM 7th LOS F
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1651
Menifee Mayor and City Council
July 15, 2026
Page
2281 of 3153

6: Watson Road & US Highway 74
HCM 7th TWSC 13 20 50 Without Prj AM
Trumble Watson.syn
Synchro 12 Report Page 6
Intersection
Int Delay, s/veh 20.7
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1317 108 209 1734 56 233
Future Vol, veh/h 1317 108 209 1734 56 233
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 147 - 0 -
Veh in Median Storage, # 0 - - 0 2 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 1386 114 220 1825 59 245
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 1500 0 2796 750
Stage 1 - - - - 1443 -
Stage 2 - - - - 1353 -
Critical Hdwy - - 4.14 - 6.84 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 5.84 -
Follow-up Hdwy - - 2.22 - 3.52 3.32
Pot Cap-1 Maneuver - - 443 - ~ 15 354
Stage 1 - - - - 184 -
Stage 2 - - - - 205 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 443 - ~ 7 354
Mov Cap-2 Maneuver - - - - 83 -
Stage 1 - - - - 184 -
Stage 2 - - - - 103 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 2.25 247.43

HCM LOS F
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 217 - - 443 -
HCM Lane V/C Ratio 1.399 - - 0.497 -
HCM Ctrl Dly (s/v) 247.4 - - 20.9 -
HCM Lane LOS F - - C -
HCM 95th %tile Q(veh) 17.4 - - 2.7 -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s
+: Computation Not Defined *: All major volume in platoon Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1652
Menifee Mayor and City Council
July 15, 2026
Page
2282 of 3153

1: Trumble Road & Watson Road
HCM 7th TWSC 14 20 50 Without Prj PM
Trumble Watson.syn
Synchro 12 Report Page 1
Intersection
Int Delay, s/veh 8.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 40 43 237 22 0 41 0 182 0 1 0
Future Vol, veh/h 0 40 43 237 22 0 41 0 182 0 1 0
C o n f l i c t i n g P e d s , # / h r 000000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
H e a v y V e h i c l e s , % 222222222222
Mvmt Flow 0 42 45 249 23 0 43 0 192 0 1 0
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 23 0 0 87 0 0 587 587 65 564 609 23 Stage 1 - ----- 6 5 6 5- 5 2 2 5 2 2-
Stage 2 - ----- 5 2 3 5 2 2- 4 2 8 7-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 C r i t i c a l H d w y S t g 1 ------ 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2- C r i t i c a l H d w y S t g 2 ------ 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1592 - - 1509 - - 421 422 999 436 410 1054 Stage 1 - ----- 9 4 6 8 4 1- 5 3 8 5 3 1-
Stage 2 - ----- 5 3 7 5 3 1- 9 7 2 8 2 2-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1592 - - 1509 - - 349 351 999 293 341 1054 Mov Cap-2 Maneuver - ----- 3 4 9 3 5 1- 2 9 3 3 4 1-
Stage 1 - ----- 9 4 6 8 4 1- 4 4 8 4 4 2-
Stage 2 - ----- 4 4 6 4 4 2- 7 8 6 8 2 2-
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0 7.19 12.04 15.59

HCM LOS B C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 745 1592 - - 1489 - - 341
HCM Lane V/C Ratio 0.315 - - - 0.165 - - 0.003
HCM Ctrl Dly (s/v) 12 0 - - 7.9 0 - 15.6
HCM Lane LOS B A - - A A - C
HCM 95th %tile Q(veh) 1.4 0 - - 0.6 - - 0
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1653
Menifee Mayor and City Council
July 15, 2026
Page
2283 of 3153

2: Trumble Road & Driveway 1
HCM 7th TWSC 14 20 50 Without Prj PM
Trumble Watson.syn
Synchro 12 Report Page 2
Intersection
Int Delay, s/veh 0
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 0 223 0 0 281
Future Vol, veh/h 0 0 223 0 0 281
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 - - - 0 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 0 235 0 0 296
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 531 235 0 0 235 0
Stage 1 235 -----
Stage 2 296 -----
Critical Hdwy 6.42 6.22 - - 4.12 -
C r i t i c a l H d w y S t g 1 5 . 4 2-----
C r i t i c a l H d w y S t g 2 5 . 4 2-----
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 509 804 - - 1333 -
Stage 1 804 -----
Stage 2 755 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 509 804 - - 1333 -
Mov Cap-2 Maneuver 587 -----
Stage 1 804 -----
Stage 2 755 -----
Approach WB NB SB
HCM Ctrl Dly, s/v 0 0 0

HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - - 1333 -
HCM Lane V/C Ratio -----
HCM Ctrl Dly (s/v) - - 0 0 -
HCM Lane LOS - - A A -
HCM 95th %tile Q(veh) - - - 0 -
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1654
Menifee Mayor and City Council
July 15, 2026
Page
2284 of 3153

3: Trumble Road & Driveway 2
HCM 7th TWSC 14 20 50 Without Prj PM
Trumble Watson.syn
Synchro 12 Report Page 3
Intersection
Int Delay, s/veh 0.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 5 0 0 0 4 198 0 0 268 0
F u t u r e V o l , v e h / h 0050004 1 9 800 2 6 80
C o n f l i c t i n g P e d s , # / h r 000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - ----- 0-- 0--
Veh in Median Storage, # - 2 - - 2 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
H e a v y V e h i c l e s , % 222222222222
Mvmt Flow 0 0 5 0 0 0 4 208 0 0 282 0
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 499 499 282 499 499 208 282 0 0 208 0 0 Stage 1 282 282 - 217 217 -------
Stage 2 217 217 - 282 282 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - C r i t i c a l H d w y S t g 1 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- C r i t i c a l H d w y S t g 2 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 482 473 757 482 473 832 1280 - - 1362 - - Stage 1 725 678 - 785 723 -------
Stage 2 785 723 - 725 678 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 480 472 757 477 472 832 1280 - - 1362 - - Mov Cap-2 Maneuver 626 590 - 621 588 -------
Stage 1 725 678 - 783 721 -------
Stage 2 783 721 - 720 678 -------
Approach EB WB NB SB
HCM Ctrl Dly, s/v 9.79 0 0.15 0

HCM LOS A A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1280 - - 757 - 1362 - -
HCM Lane V/C Ratio 0.003 - - 0.007 ----
HCM Ctrl Dly (s/v) 7.8 - - 9.8 0 0 - -
HCM Lane LOS A - - A A A - -
HCM 95th %tile Q(veh) 0 - - 0 - 0 - -
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1655
Menifee Mayor and City Council
July 15, 2026
Page
2285 of 3153

4: Trumble Road & Illinois Avenue
HCM 7th TWSC 14 20 50 Without Prj PM
Trumble Watson.syn
Synchro 12 Report Page 4
Intersection
Int Delay, s/veh 2.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 15 0 100 1 0 0 63 183 0 0 257 14
Future Vol, veh/h 15 0 100 1 0 0 63 183 0 0 257 14
C o n f l i c t i n g P e d s , # / h r 000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length 98 ----- 9 9-- 0--
Veh in Median Storage, # - 2 - - 2 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
H e a v y V e h i c l e s , % 222222222222
Mvmt Flow 16 0 105 1 0 0 66 193 0 0 271 15
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 603 603 278 596 611 193 285 0 0 193 0 0 Stage 1 278 278 - 325 325 -------
Stage 2 325 325 - 271 285 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - C r i t i c a l H d w y S t g 1 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- C r i t i c a l H d w y S t g 2 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 411 413 761 415 409 849 1277 - - 1381 - - Stage 1 729 681 - 687 649 -------
Stage 2 687 649 - 735 676 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 389 391 761 339 388 849 1277 - - 1381 - - Mov Cap-2 Maneuver 556 530 - 487 510 -------
Stage 1 729 681 - 651 615 -------
Stage 2 651 615 - 634 676 -------
Approach EB WB NB SB
HCM Ctrl Dly, s/v 10.64 12.4 2.04 0

HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1277 - - 556 761 487 1381 - -
HCM Lane V/C Ratio 0.052 - - 0.028 0.138 0.002 - - -
HCM Ctrl Dly (s/v) 8 - - 11.7 10.5 12.4 0 - -
HCM Lane LOS A - - BBBA - -
HCM 95th %tile Q(veh) 0.2 - - 0.1 0.5 0 0 - -
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1656
Menifee Mayor and City Council
July 15, 2026
Page
2286 of 3153

5: Trumble Road & Ethanac Road
HCM 7th Signalized Intersection Summary 14 2050 Without Prj PM Trumble Watson.syn
Synchro 12 Report Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 151 1174 288 233 1006 75 359 90 267 88 103 196 Future Volume (veh/h) 151 1174 288 233 1006 75 359 90 267 88 103 196 I n i t i a l Q ( Q b ) , v e h 000000000000
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 159 1236 303 245 1059 79 378 95 281 93 108 206 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 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 186 1068 905 111 910 68 186 92 272 111 103 197 Arrive On Green 0.10 0.57 0.57 0.06 0.53 0.53 0.10 0.22 0.22 0.06 0.18 0.18 Sat Flow, veh/h 1781 1870 1585 1781 1719 128 1781 417 1232 1781 575 1097 Grp Volume(v), veh/h 159 1236 303 245 0 1138 378 0 376 93 0 314 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 0 1847 1781 0 1649 1781 0 1673 Q Serve(g_s), s 10.5 68.5 12.2 7.5 0.0 63.5 12.5 0.0 26.5 6.2 0.0 21.5 Cycle Q Clear(g_c), s 10.5 68.5 12.2 7.5 0.0 63.5 12.5 0.0 26.5 6.2 0.0 21.5 Prop In Lane 1.00 1.00 1.00 0.07 1.00 0.75 1.00 0.66
Lane Grp Cap(c), veh/h 186 1068 905 111 0 978 186 0 364 111 0 300 V/C Ratio(X) 0.86 1.16 0.33 2.20 0.00 1.16 2.04 0.00 1.03 0.84 0.00 1.05 Avail Cap(c_a), veh/h 186 1068 905 111 0 978 186 0 364 111 0 300 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 52.9 25.8 13.7 56.3 0.0 28.3 53.7 0.0 46.8 55.6 0.0 49.3 Incr Delay (d2), s/veh 30.6 81.7 0.2 568.5 0.0 85.2 485.1 0.0 55.9 39.6 0.0 65.0 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(95%),veh/ln 10.2 70.4 7.3 33.5 0.0 67.1 48.2 0.0 23.5 7.1 0.0 20.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 83.4 107.5 13.9 624.7 0.0 113.5 538.8 0.0 102.6 95.3 0.0 114.3 L n G r p L O S F F B FF FF FF
Approach Vol, veh/h 1698 1383 754 407
Approach Delay, s/veh 88.5 204.0 321.3 109.9
A p p r o a c h L O S FFFF
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 10.0 29.0 10.0 71.0 15.0 24.0 15.0 66.0 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 5.5 24.5 5.5 66.5 10.5 19.5 10.5 61.5 Max Q Clear Time (g_c+I1), s 8.2 28.5 9.5 70.5 14.5 23.5 12.5 65.5 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 7th Control Delay, s/veh 169.6
HCM 7th LOS F
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1657
Menifee Mayor and City Council
July 15, 2026
Page
2287 of 3153

6: Watson Road & US Highway 74
HCM 7th TWSC 14 20 50 Without Prj PM
Trumble Watson.syn
Synchro 12 Report Page 6
Intersection
Int Delay, s/veh 23.1
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1679 45 192 1419 65 161
Future Vol, veh/h 1679 45 192 1419 65 161
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 147 - 0 -
Veh in Median Storage, # 0 - - 0 2 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 1767 47 202 1494 68 169
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 1815 0 2942 907
Stage 1 - - - - 1791 -
Stage 2 - - - - 1151 -
Critical Hdwy - - 4.14 - 6.84 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 5.84 -
Follow-up Hdwy - - 2.22 - 3.52 3.32
Pot Cap-1 Maneuver - - 334 - ~ 12 278
Stage 1 - - - - 119 -
Stage 2 - - - - 263 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 334 - ~ 5 278
Mov Cap-2 Maneuver - - - - 72 -
Stage 1 - - - - 119 -
Stage 2 - - - - 104 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 3.69 $ 337.29

HCM LOS F
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 152 - - 334 -
HCM Lane V/C Ratio 1.566 - - 0.605 -
HCM Ctrl Dly (s/v) $ 337.3 - - 30.9 -
HCM Lane LOS F - - D -
HCM 95th %tile Q(veh) 16.2 - - 3.7 -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s
+: Computation Not Defined *: All major volume in platoon Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1658
Menifee Mayor and City Council
July 15, 2026
Page
2288 of 3153

5: Trumble Road & Ethanac Road
HCM 7th Signalized Intersection Summary 15 2050 With Prj AM - Cir Imp Trumble Watson Cir Imp.syn
Synchro 12 Report Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 201 1181 170 106 1016 88 202 76 76 83 89 208 Future Volume (veh/h) 201 1181 170 106 1016 88 202 76 76 83 89 208 I n i t i a l Q ( Q b ) , v e h 000000000000
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 212 1243 179 112 1069 93 213 80 80 87 94 219 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 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 285 1599 713 178 1385 618 359 487 413 148 449 380 Arrive On Green 0.16 0.45 0.45 0.10 0.39 0.39 0.10 0.26 0.26 0.08 0.24 0.24 Sat Flow, veh/h 1781 3554 1585 1781 3554 1585 3456 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 212 1243 179 112 1069 93 213 80 80 87 94 219 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1781 1777 1585 1728 1870 1585 1781 1870 1585 Q Serve(g_s), s 10.6 27.8 6.6 5.7 24.6 3.6 5.5 3.1 3.7 4.4 3.8 11.4 Cycle Q Clear(g_c), s 10.6 27.8 6.6 5.7 24.6 3.6 5.5 3.1 3.7 4.4 3.8 11.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 285 1599 713 178 1385 618 359 487 413 148 449 380 V/C Ratio(X) 0.75 0.78 0.25 0.63 0.77 0.15 0.59 0.16 0.19 0.59 0.21 0.58 Avail Cap(c_a), veh/h 465 2217 989 294 1876 837 498 487 413 237 449 380 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 37.6 21.8 16.0 40.6 25.0 18.5 40.1 26.8 27.0 41.4 28.5 31.4 Incr Delay (d2), s/veh 3.9 1.2 0.2 3.7 1.4 0.1 1.6 0.7 1.0 3.7 1.1 6.2 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(95%),veh/ln 8.3 15.9 4.0 4.6 14.8 2.2 4.3 2.6 2.6 3.6 3.1 8.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 41.4 23.0 16.2 44.2 26.4 18.7 41.7 27.5 28.0 45.1 29.6 37.6 L n G r p L O S DCBDCBDCCDCD
Approach Vol, veh/h 1634 1274 373 400
Approach Delay, s/veh 24.7 27.4 35.7 37.4
A p p r o a c h L O S CCDD
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 10.3 26.9 11.9 44.7 12.2 25.0 17.5 39.1 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 10.5 21.5 13.5 56.5 11.5 20.5 22.5 47.5 Max Q Clear Time (g_c+I1), s 6.4 5.7 7.7 29.8 7.5 13.4 12.6 26.6 Green Ext Time (p_c), s 0.1 0.5 0.1 10.4 0.2 0.7 0.4 7.5 Intersection Summary
HCM 7th Control Delay, s/veh 28.1
HCM 7th LOS C
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1659
Menifee Mayor and City Council
July 15, 2026
Page
2289 of 3153

6: Watson Road & US Highway 74
HCM 7th Signalized Intersection Summary 15 2050 With Prj AM - Cir Imp Trumble Watson Cir Imp.syn
Synchro 12 Report Page 2
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (veh/h) 1317 118 209 1734 59 233
Future Volume (veh/h) 1317 118 209 1734 59 233
Initial Q (Qb), veh 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 1386 124 220 1825 62 245
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95
Percent Heavy Veh, % 2 2 2 2 2 2
Cap, veh/h 1911 170 275 2680 67 263
Arrive On Green 0.58 0.58 0.15 0.75 0.20 0.20
Sat Flow, veh/h 3394 294 1781 3647 326 1290
Grp Volume(v), veh/h 743 767 220 1825 308 0
Grp Sat Flow(s),veh/h/ln1777 1817 1781 1777 1622 0
Q Serve(g_s), s 36.3 36.9 14.3 31.1 22.4 0.0
Cycle Q Clear(g_c), s 36.3 36.9 14.3 31.1 22.4 0.0
Prop In Lane 0.16 1.00 0.20 0.80
Lane Grp Cap(c), veh/h 1029 1052 275 2680 331 0
V/C Ratio(X) 0.72 0.73 0.80 0.68 0.93 0.00
Avail Cap(c_a), veh/h 1029 1052 334 2680 331 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00
Uniform Delay (d), s/veh 18.3 18.4 49.0 7.5 46.9 0.0
Incr Delay (d2), s/veh 4.4 4.4 10.9 1.4 34.5 0.0
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(95%),veh/ln20.9 21.6 11.4 14.2 17.9 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 22.7 22.8 59.9 8.9 81.4 0.0
LnGrp LOS C C E A F
Approach Vol, veh/h 1510 2045 308
Approach Delay, s/veh 22.7 14.4 81.4
Approach LOS C B F
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s21.0 72.0 93.0 27.0
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s20.5 63.5 88.5 22.5
Max Q Clear Time (g_c+I1), s16.3 38.9 33.1 24.4
Green Ext Time (p_c), s 0.2 11.2 23.0 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 23.0
HCM 7th LOS C
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1660
Menifee Mayor and City Council
July 15, 2026
Page
2290 of 3153

1: Trumble Road & Watson Road
HCM 7th TWSC 15 2050 With Prj AM
Trumble Watson.syn
Synchro 12 Report Page 1
Intersection
Int Delay, s/veh 9.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 26 65 264 48 1 69 0 269 0 0 0
Future Vol, veh/h 0 26 65 264 48 1 69 0 269 0 0 0
C o n f l i c t i n g P e d s , # / h r 000000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 98 98 98 98 98 98 98 98 98 98 98 98
H e a v y V e h i c l e s , % 222222222222
Mvmt Flow 0 27 66 269 49 1 70 0 274 0 0 0
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 50 0 0 93 0 0 647 648 60 615 681 49 Stage 1 - ----- 6 0 6 0- 5 8 8 5 8 8-
Stage 2 - ----- 5 8 8 5 8 9- 2 7 9 3-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 C r i t i c a l H d w y S t g 1 ------ 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2- C r i t i c a l H d w y S t g 2 ------ 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1557 - - 1502 - - 384 389 1006 404 373 1019 Stage 1 - ----- 9 5 2 8 4 5- 4 9 5 4 9 6-
Stage 2 - ----- 4 9 5 4 9 6- 9 9 1 8 1 8-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1557 - - 1502 - - 313 317 1006 239 304 1019 Mov Cap-2 Maneuver - ----- 3 1 3 3 1 7- 2 3 9 3 0 4-
Stage 1 - ----- 9 5 2 8 4 5- 4 0 4 4 0 4-
Stage 2 - ----- 4 0 4 4 0 4- 7 2 0 8 1 8-
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0 6.68 15.24 0

HCM LOS C A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 693 1557 - - 1460 - - -
HCM Lane V/C Ratio 0.498 - - - 0.179 - - -
HCM Ctrl Dly (s/v) 15.2 0 - - 7.9 0 - 0
HCM Lane LOS C A - - A A - A
HCM 95th %tile Q(veh) 2.8 0 - - 0.7 - - -
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1661
Menifee Mayor and City Council
July 15, 2026
Page
2291 of 3153

2: Trumble Road & Driveway 1
HCM 7th TWSC 15 2050 With Prj AM
Trumble Watson.syn
Synchro 12 Report Page 2
Intersection
Int Delay, s/veh 0.2
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 7 2 336 9 6 323
Future Vol, veh/h 7 2 336 9 6 323
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 - - - 0 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 7 2 354 9 6 340
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 711 358 0 0 363 0
Stage 1 358 -----
Stage 2 353 -----
Critical Hdwy 6.42 6.22 - - 4.12 -
C r i t i c a l H d w y S t g 1 5 . 4 2-----
C r i t i c a l H d w y S t g 2 5 . 4 2-----
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 399 686 - - 1195 -
Stage 1 707 -----
Stage 2 711 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 397 686 - - 1195 -
Mov Cap-2 Maneuver 504 -----
Stage 1 707 -----
Stage 2 708 -----
Approach WB NB SB
HCM Ctrl Dly, s/v 11.84 0 0.15

HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 536 1195 -
HCM Lane V/C Ratio - - 0.018 0.005 -
HCM Ctrl Dly (s/v) - - 11.8 8 -
HCM Lane LOS - - B A -
HCM 95th %tile Q(veh) - - 0.1 0 -
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1662
Menifee Mayor and City Council
July 15, 2026
Page
2292 of 3153

3: Trumble Road & Driveway 2
HCM 7th TWSC 15 2050 With Prj AM
Trumble Watson.syn
Synchro 12 Report Page 3
Intersection
Int Delay, s/veh 0.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
T r a f f i c V o l , v e h / h 1 209 1 1010 3 0 1 2 64 2 9 50 F u t u r e V o l , v e h / h 1 209 1 1010 3 0 1 2 64 2 9 50 C o n f l i c t i n g P e d s , # / h r 000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - ----- 0-- 0--
Veh in Median Storage, # - 2 - - 2 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
H e a v y V e h i c l e s , % 222222222222
M v m t F l o w 1 309 1 2010 3 1 7 2 74 3 1 10
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 636 663 311 649 649 331 311 0 0 344 0 0 Stage 1 319 319 - 331 331 -------
Stage 2 317 344 - 319 319 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - C r i t i c a l H d w y S t g 1 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- C r i t i c a l H d w y S t g 2 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 391 382 730 383 388 711 1250 - - 1215 - - Stage 1 693 653 - 683 645 -------
Stage 2 694 637 - 693 653 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 389 380 730 376 387 711 1250 - - 1215 - - Mov Cap-2 Maneuver 559 526 - 551 533 -------
Stage 1 690 651 - 683 645 -------
Stage 2 693 637 - 681 651 -------
Approach EB WB NB SB
HCM Ctrl Dly, s/v 11.01 11.56 0 0.11

HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1250 - - 622 561 1215 - -
HCM Lane V/C Ratio - - - 0.036 0.023 0.003 - -
HCM Ctrl Dly (s/v) 0 - - 11 11.6 8 - -
HCM Lane LOS A - - B B A - -
HCM 95th %tile Q(veh) 0 - - 0.1 0.1 0 - -
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1663
Menifee Mayor and City Council
July 15, 2026
Page
2293 of 3153

4: Trumble Road & Illinois Avenue
HCM 7th TWSC 15 2050 With Prj AM
Trumble Watson.syn
Synchro 12 Report Page 4
Intersection
Int Delay, s/veh 1.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 11 0 67 0 0 0 75 316 0 0 293 14
Future Vol, veh/h 11 0 67 0 0 0 75 316 0 0 293 14
C o n f l i c t i n g P e d s , # / h r 000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length 98 ----- 9 9-- 0--
Veh in Median Storage, # - 2 - - 2 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
H e a v y V e h i c l e s , % 222222222222
Mvmt Flow 12 0 71 0 0 0 79 333 0 0 308 15
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 806 806 316 799 814 333 323 0 0 333 0 0 Stage 1 316 316 - 491 491 -------
Stage 2 491 491 - 308 323 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - C r i t i c a l H d w y S t g 1 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- C r i t i c a l H d w y S t g 2 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 300 315 725 304 312 709 1237 - - 1227 - - Stage 1 695 655 - 559 548 -------
Stage 2 559 548 - 702 650 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 281 295 725 257 292 709 1237 - - 1227 - - Mov Cap-2 Maneuver 456 449 - 422 433 -------
Stage 1 695 655 - 524 513 -------
Stage 2 524 513 - 633 650 -------
Approach EB WB NB SB
HCM Ctrl Dly, s/v 10.87 0 1.56 0

HCM LOS B A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1237 - - 456 725 - 1227 - -
HCM Lane V/C Ratio 0.064 - - 0.025 0.097 ----
HCM Ctrl Dly (s/v) 8.1 - - 13.1 10.5 0 0 - -
HCM Lane LOS A - - BBAA - -
HCM 95th %tile Q(veh) 0.2 - - 0.1 0.3 - 0 - -
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1664
Menifee Mayor and City Council
July 15, 2026
Page
2294 of 3153

5: Trumble Road & Ethanac Road
HCM 7th Signalized Intersection Summary 15 2050 With Prj AM Trumble Watson.syn
Synchro 12 Report Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 201 1181 170 106 1016 88 202 76 76 83 89 208 Future Volume (veh/h) 201 1181 170 106 1016 88 202 76 76 83 89 208 I n i t i a l Q ( Q b ) , v e h 000000000000
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 212 1243 179 112 1069 93 213 80 80 87 94 219 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 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 245 1021 865 111 799 69 200 211 211 111 98 228 Arrive On Green 0.14 0.55 0.55 0.06 0.47 0.47 0.11 0.25 0.25 0.06 0.20 0.20 Sat Flow, veh/h 1781 1870 1585 1781 1696 148 1781 858 858 1781 499 1162 Grp Volume(v), veh/h 212 1243 179 112 0 1162 213 0 160 87 0 313 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 0 1844 1781 0 1716 1781 0 1661 Q Serve(g_s), s 14.0 65.5 6.9 7.5 0.0 56.5 13.5 0.0 9.3 5.8 0.0 22.4 Cycle Q Clear(g_c), s 14.0 65.5 6.9 7.5 0.0 56.5 13.5 0.0 9.3 5.8 0.0 22.4 Prop In Lane 1.00 1.00 1.00 0.08 1.00 0.50 1.00 0.70
Lane Grp Cap(c), veh/h 245 1021 865 111 0 868 200 0 422 111 0 325 V/C Ratio(X) 0.87 1.22 0.21 1.01 0.00 1.34 1.06 0.00 0.38 0.78 0.00 0.96 Avail Cap(c_a), veh/h 245 1021 865 111 0 868 200 0 422 111 0 325 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 50.7 27.3 14.0 56.3 0.0 31.8 53.2 0.0 37.6 55.4 0.0 47.8 Incr Delay (d2), s/veh 26.1 106.9 0.1 86.9 0.0 160.1 81.2 0.0 2.6 29.3 0.0 41.2 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(95%),veh/ln 12.4 79.6 4.3 10.0 0.0 90.6 16.3 0.0 7.6 6.2 0.0 18.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 76.8 134.2 14.1 143.2 0.0 191.9 134.5 0.0 40.2 84.7 0.0 89.0 LnGrp LOS E F B F F F D F F
Approach Vol, veh/h 1634 1274 373 400
Approach Delay, s/veh 113.6 187.6 94.0 88.1
A p p r o a c h L O S FFFF
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 10.0 32.0 10.0 68.0 16.0 26.0 19.0 59.0 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 5.5 27.5 5.5 63.5 11.5 21.5 14.5 54.5 Max Q Clear Time (g_c+I1), s 7.8 11.3 9.5 67.5 15.5 24.4 16.0 58.5 Green Ext Time (p_c), s 0.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 7th Control Delay, s/veh 134.4
HCM 7th LOS F
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1665
Menifee Mayor and City Council
July 15, 2026
Page
2295 of 3153

6: Watson Road & US Highway 74
HCM 7th TWSC 15 2050 With Prj AM
Trumble Watson.syn
Synchro 12 Report Page 6
Intersection
Int Delay, s/veh 22.6
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1317 118 209 1734 59 233
Future Vol, veh/h 1317 118 209 1734 59 233
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 147 - 0 -
Veh in Median Storage, # 0 - - 0 2 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 1386 124 220 1825 62 245
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 1511 0 2801 755
Stage 1 - - - - 1448 -
Stage 2 - - - - 1353 -
Critical Hdwy - - 4.14 - 6.84 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 5.84 -
Follow-up Hdwy - - 2.22 - 3.52 3.32
Pot Cap-1 Maneuver - - 439 - ~ 15 351
Stage 1 - - - - 182 -
Stage 2 - - - - 205 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 439 - ~ 7 351
Mov Cap-2 Maneuver - - - - 83 -
Stage 1 - - - - 182 -
Stage 2 - - - - 102 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 2.28 268.99

HCM LOS F
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 212 - - 439 -
HCM Lane V/C Ratio 1.449 - - 0.501 -
HCM Ctrl Dly (s/v) 269 - - 21.2 -
HCM Lane LOS F - - C -
HCM 95th %tile Q(veh) 18.2 - - 2.7 -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s
+: Computation Not Defined *: All major volume in platoon Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1666
Menifee Mayor and City Council
July 15, 2026
Page
2296 of 3153

5: Trumble Road & Ethanac Road
HCM 7th Signalized Intersection Summary 16 2050 With Prj PM - Cir Imp Trumble Watson Cir Imp.syn
Synchro 12 Report Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 169 1174 288 233 1006 76 359 92 267 92 109 228 Future Volume (veh/h) 169 1174 288 233 1006 76 359 92 267 92 109 228 I n i t i a l Q ( Q b ) , v e h 000000000000
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 178 1236 303 245 1059 80 378 97 281 97 115 240 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 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 234 1632 728 140 1446 645 453 520 441 140 422 358 Arrive On Green 0.13 0.46 0.46 0.08 0.41 0.41 0.13 0.28 0.28 0.08 0.23 0.23 Sat Flow, veh/h 1781 3554 1585 1781 3554 1585 3456 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 178 1236 303 245 1059 80 378 97 281 97 115 240 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1781 1777 1585 1728 1870 1585 1781 1870 1585 Q Serve(g_s), s 9.2 27.5 12.2 7.5 24.0 3.0 10.2 3.8 14.8 5.1 4.8 13.2 Cycle Q Clear(g_c), s 9.2 27.5 12.2 7.5 24.0 3.0 10.2 3.8 14.8 5.1 4.8 13.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 234 1632 728 140 1446 645 453 520 441 140 422 358 V/C Ratio(X) 0.76 0.76 0.42 1.75 0.73 0.12 0.83 0.19 0.64 0.69 0.27 0.67 Avail Cap(c_a), veh/h 234 2555 1140 140 2369 1057 453 520 441 140 422 358 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 39.9 21.3 17.2 43.9 23.9 17.6 40.4 26.2 30.2 42.8 30.4 33.7 Incr Delay (d2), s/veh 13.7 0.7 0.4 363.9 0.7 0.1 12.6 0.8 6.9 13.5 1.6 9.6 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(95%),veh/ln 8.3 15.6 7.4 28.1 14.3 1.9 8.7 3.2 10.2 4.8 4.1 9.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 53.6 22.1 17.6 407.7 24.6 17.7 52.9 27.0 37.0 56.3 32.0 43.3 LnGrp LOS D C B F C B D C D E C D
Approach Vol, veh/h 1717 1384 756 452
Approach Delay, s/veh 24.6 92.0 43.7 43.2
Approach LOS C F D D
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 10.0 29.0 10.0 46.3 15.0 24.0 15.0 41.3 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 5.5 24.5 5.5 66.5 10.5 19.5 10.5 61.5 Max Q Clear Time (g_c+I1), s 7.1 16.8 9.5 29.5 12.2 15.2 11.2 26.0 Green Ext Time (p_c), s 0.0 0.9 0.0 12.3 0.0 0.6 0.0 8.7 Intersection Summary
HCM 7th Control Delay, s/veh 51.5
HCM 7th LOS D
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1667
Menifee Mayor and City Council
July 15, 2026
Page
2297 of 3153

6: Watson Road & US Highway 74
HCM 7th Signalized Intersection Summary 16 2050 With Prj PM - Cir Imp Trumble Watson Cir Imp.syn
Synchro 12 Report Page 2
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (veh/h) 1679 48 192 1419 75 161
Future Volume (veh/h) 1679 48 192 1419 75 161
Initial Q (Qb), veh 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 1767 51 202 1494 79 169
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95
Percent Heavy Veh, % 2 2 2 2 2 2
Cap, veh/h 2168 62 256 2769 93 200
Arrive On Green 0.61 0.61 0.14 0.78 0.18 0.18
Sat Flow, veh/h 3621 101 1781 3647 521 1115
Grp Volume(v), veh/h 887 931 202 1494 249 0
Grp Sat Flow(s),veh/h/ln1777 1852 1781 1777 1644 0
Q Serve(g_s), s 46.1 46.8 13.1 19.2 17.6 0.0
Cycle Q Clear(g_c), s 46.1 46.8 13.1 19.2 17.6 0.0
Prop In Lane 0.05 1.00 0.32 0.68
Lane Grp Cap(c), veh/h 1092 1138 256 2769 294 0
V/C Ratio(X) 0.81 0.82 0.79 0.54 0.85 0.00
Avail Cap(c_a), veh/h 1092 1138 289 2769 294 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00
Uniform Delay (d), s/veh 17.8 17.9 49.6 5.0 47.6 0.0
Incr Delay (d2), s/veh 6.6 6.6 12.3 0.8 24.7 0.0
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(95%),veh/ln25.5 26.7 10.8 8.9 14.2 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 24.4 24.5 61.9 5.8 72.3 0.0
LnGrp LOS C C E A E
Approach Vol, veh/h 1818 1696 249
Approach Delay, s/veh 24.4 12.5 72.3
Approach LOS C B E
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s19.7 76.3 96.0 24.0
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s17.5 69.5 91.5 19.5
Max Q Clear Time (g_c+I1), s15.1 48.8 21.2 19.6
Green Ext Time (p_c), s 0.1 13.1 16.3 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 22.2
HCM 7th LOS C
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1668
Menifee Mayor and City Council
July 15, 2026
Page
2298 of 3153

1: Trumble Road & Watson Road
HCM 7th TWSC 16 2050 With Prj PM
Trumble Watson.syn
Synchro 12 Report Page 1
Intersection
Int Delay, s/veh 8.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 40 43 240 22 0 41 0 192 0 1 0
Future Vol, veh/h 0 40 43 240 22 0 41 0 192 0 1 0
C o n f l i c t i n g P e d s , # / h r 000000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
H e a v y V e h i c l e s , % 222222222222
Mvmt Flow 0 42 45 253 23 0 43 0 202 0 1 0
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 23 0 0 87 0 0 594 593 65 571 616 23 Stage 1 - ----- 6 5 6 5- 5 2 8 5 2 8-
Stage 2 - ----- 5 2 9 5 2 8- 4 2 8 7-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 C r i t i c a l H d w y S t g 1 ------ 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2- C r i t i c a l H d w y S t g 2 ------ 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1592 - - 1509 - - 417 418 999 432 406 1054 Stage 1 - ----- 9 4 6 8 4 1- 5 3 4 5 2 7-
Stage 2 - ----- 5 3 3 5 2 7- 9 7 2 8 2 2-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1592 - - 1509 - - 345 347 999 286 337 1054 Mov Cap-2 Maneuver - ----- 3 4 5 3 4 7- 2 8 6 3 3 7-
Stage 1 - ----- 9 4 6 8 4 1- 4 4 3 4 3 8-
Stage 2 - ----- 4 4 2 4 3 8- 7 7 6 8 2 2-
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0 7.21 12.12 15.71

HCM LOS B C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 749 1592 - - 1489 - - 337
HCM Lane V/C Ratio 0.327 - - - 0.167 - - 0.003
HCM Ctrl Dly (s/v) 12.1 0 - - 7.9 0 - 15.7
HCM Lane LOS B A - - A A - C
HCM 95th %tile Q(veh) 1.4 0 - - 0.6 - - 0
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1669
Menifee Mayor and City Council
July 15, 2026
Page
2299 of 3153

2: Trumble Road & Driveway 1
HCM 7th TWSC 16 2050 With Prj PM
Trumble Watson.syn
Synchro 12 Report Page 2
Intersection
Int Delay, s/veh 0.4
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 13 6 227 8 2 282
Future Vol, veh/h 13 6 227 8 2 282
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 - - - 0 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 14 6 239 8 2 297
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 544 243 0 0 247 0
Stage 1 243 -----
Stage 2 301 -----
Critical Hdwy 6.42 6.22 - - 4.12 -
C r i t i c a l H d w y S t g 1 5 . 4 2-----
C r i t i c a l H d w y S t g 2 5 . 4 2-----
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 500 796 - - 1318 -
Stage 1 797 -----
Stage 2 751 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 499 796 - - 1318 -
Mov Cap-2 Maneuver 580 -----
Stage 1 797 -----
Stage 2 750 -----
Approach WB NB SB
HCM Ctrl Dly, s/v 10.86 0 0.05

HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 634 1318 -
HCM Lane V/C Ratio - - 0.032 0.002 -
HCM Ctrl Dly (s/v) - - 10.9 7.7 -
HCM Lane LOS - - B A -
HCM 95th %tile Q(veh) - - 0.1 0 -
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1670
Menifee Mayor and City Council
July 15, 2026
Page
2300 of 3153

3: Trumble Road & Driveway 2
HCM 7th TWSC 16 2050 With Prj PM
Trumble Watson.syn
Synchro 12 Report Page 3
Intersection
Int Delay, s/veh 0.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
T r a f f i c V o l , v e h / h 005 3 0044 2 0 6 1 31 2 8 10 F u t u r e V o l , v e h / h 005 3 0044 2 0 6 1 31 2 8 10 C o n f l i c t i n g P e d s , # / h r 000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - ----- 0-- 0--
Veh in Median Storage, # - 2 - - 2 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
H e a v y V e h i c l e s , % 222222222222
M v m t F l o w 005 3 2044 2 1 7 1 41 2 9 60
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 523 537 296 530 530 224 296 0 0 231 0 0 Stage 1 298 298 - 232 232 -------
Stage 2 225 239 - 298 298 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - C r i t i c a l H d w y S t g 1 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- C r i t i c a l H d w y S t g 2 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 464 450 744 460 455 816 1266 - - 1337 - - Stage 1 711 667 - 771 712 -------
Stage 2 777 708 - 711 667 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 460 449 744 454 453 816 1266 - - 1337 - - Mov Cap-2 Maneuver 611 574 - 605 575 -------
Stage 1 710 666 - 768 710 -------
Stage 2 771 705 - 705 666 -------
Approach EB WB NB SB
HCM Ctrl Dly, s/v 9.88 11.12 0.14 0.03

HCM LOS A B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1266 - - 744 624 1337 - -
HCM Lane V/C Ratio 0.003 - - 0.007 0.057 0.001 - -
HCM Ctrl Dly (s/v) 7.9 - - 9.9 11.1 7.7 - -
HCM Lane LOS A - - A B A - -
HCM 95th %tile Q(veh) 0 - - 0 0.2 0 - -
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1671
Menifee Mayor and City Council
July 15, 2026
Page
2301 of 3153

4: Trumble Road & Illinois Avenue
HCM 7th TWSC 16 2050 With Prj PM
Trumble Watson.syn
Synchro 12 Report Page 4
Intersection
Int Delay, s/veh 2.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 15 0 100 1 0 0 63 203 0 0 299 14
Future Vol, veh/h 15 0 100 1 0 0 63 203 0 0 299 14
C o n f l i c t i n g P e d s , # / h r 000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length 98 ----- 9 9-- 0--
Veh in Median Storage, # - 2 - - 2 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
H e a v y V e h i c l e s , % 222222222222
Mvmt Flow 16 0 105 1 0 0 66 214 0 0 315 15
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 668 668 322 661 676 214 329 0 0 214 0 0 Stage 1 322 322 - 346 346 -------
Stage 2 346 346 - 315 329 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - C r i t i c a l H d w y S t g 1 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- C r i t i c a l H d w y S t g 2 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 372 379 719 376 375 826 1230 - - 1356 - - Stage 1 690 651 - 669 635 -------
Stage 2 669 635 - 696 646 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 352 358 719 303 355 826 1230 - - 1356 - - Mov Cap-2 Maneuver 528 507 - 455 485 -------
Stage 1 690 651 - 633 601 -------
Stage 2 633 601 - 594 646 -------
Approach EB WB NB SB
HCM Ctrl Dly, s/v 11.02 12.93 1.92 0

HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1230 - - 528 719 455 1356 - -
HCM Lane V/C Ratio 0.054 - - 0.03 0.146 0.002 - - -
HCM Ctrl Dly (s/v) 8.1 - - 12 10.9 12.9 0 - -
HCM Lane LOS A - - BBBA - -
HCM 95th %tile Q(veh) 0.2 - - 0.1 0.5 0 0 - -
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1672
Menifee Mayor and City Council
July 15, 2026
Page
2302 of 3153

5: Trumble Road & Ethanac Road
HCM 7th Signalized Intersection Summary 16 2050 With Prj PM Trumble Watson.syn
Synchro 12 Report Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 169 1174 288 233 1006 76 359 92 267 92 109 228 Future Volume (veh/h) 169 1174 288 233 1006 76 359 92 267 92 109 228 I n i t i a l Q ( Q b ) , v e h 000000000000
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 178 1236 303 245 1059 80 378 97 281 97 115 240 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 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 186 1068 905 111 909 69 186 93 271 111 97 202 Arrive On Green 0.10 0.57 0.57 0.06 0.53 0.53 0.10 0.22 0.22 0.06 0.18 0.18 Sat Flow, veh/h 1781 1870 1585 1781 1717 130 1781 423 1226 1781 540 1127 Grp Volume(v), veh/h 178 1236 303 245 0 1139 378 0 378 97 0 355 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 0 1847 1781 0 1650 1781 0 1667 Q Serve(g_s), s 11.9 68.5 12.2 7.5 0.0 63.5 12.5 0.0 26.5 6.5 0.0 21.5 Cycle Q Clear(g_c), s 11.9 68.5 12.2 7.5 0.0 63.5 12.5 0.0 26.5 6.5 0.0 21.5 Prop In Lane 1.00 1.00 1.00 0.07 1.00 0.74 1.00 0.68
Lane Grp Cap(c), veh/h 186 1068 905 111 0 977 186 0 364 111 0 299 V/C Ratio(X) 0.96 1.16 0.33 2.20 0.00 1.17 2.04 0.00 1.04 0.87 0.00 1.19 Avail Cap(c_a), veh/h 186 1068 905 111 0 977 186 0 364 111 0 299 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 53.5 25.8 13.7 56.3 0.0 28.3 53.7 0.0 46.8 55.8 0.0 49.3 Incr Delay (d2), s/veh 54.1 81.7 0.2 568.5 0.0 85.7 485.1 0.0 57.2 47.8 0.0 113.2 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(95%),veh/ln 12.6 70.4 7.3 33.5 0.0 67.3 48.2 0.0 23.8 7.7 0.0 27.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 107.6 107.5 13.9 624.7 0.0 113.9 538.8 0.0 104.0 103.6 0.0 162.4 L n G r p L O S F F B FF FF FF
Approach Vol, veh/h 1717 1384 756 452
Approach Delay, s/veh 91.0 204.4 321.4 149.8
A p p r o a c h L O S FFFF
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 10.0 29.0 10.0 71.0 15.0 24.0 15.0 66.0 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 5.5 24.5 5.5 66.5 10.5 19.5 10.5 61.5 Max Q Clear Time (g_c+I1), s 8.5 28.5 9.5 70.5 14.5 23.5 13.9 65.5 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 7th Control Delay, s/veh 174.0
HCM 7th LOS F
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1673
Menifee Mayor and City Council
July 15, 2026
Page
2303 of 3153

6: Watson Road & US Highway 74
HCM 7th TWSC 16 2050 With Prj PM
Trumble Watson.syn
Synchro 12 Report Page 6
Intersection
Int Delay, s/veh 28.4
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1679 48 192 1419 75 161
Future Vol, veh/h 1679 48 192 1419 75 161
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 147 - 0 -
Veh in Median Storage, # 0 - - 0 2 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 1767 51 202 1494 79 169
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 1818 0 2944 909
Stage 1 - - - - 1793 -
Stage 2 - - - - 1151 -
Critical Hdwy - - 4.14 - 6.84 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 5.84 -
Follow-up Hdwy - - 2.22 - 3.52 3.32
Pot Cap-1 Maneuver - - 333 - ~ 12 278
Stage 1 - - - - 118 -
Stage 2 - - - - 263 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 333 - ~ 5 278
Mov Cap-2 Maneuver - - - - ~ 71 -
Stage 1 - - - - 118 -
Stage 2 - - - - 104 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 3.71 $ 404.38

HCM LOS F
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 145 - - 333 -
HCM Lane V/C Ratio 1.718 - - 0.606 -
HCM Ctrl Dly (s/v) $ 404.4 - - 31.1 -
HCM Lane LOS F - - D -
HCM 95th %tile Q(veh) 18.1 - - 3.8 -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s
+: Computation Not Defined *: All major volume in platoon Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1674
Menifee Mayor and City Council
July 15, 2026
Page
2304 of 3153

MITIGATION MONITORING AND REPORTING PROGRAM
Trumble and Watson Warehouse Project City of Menifee
Mitigated Negative Declaration 1 October 2025
Mitigation Monitoring and Reporting Program Matrix
Mitigation Measure
Monitoring Phase and
Monitoring Actions1
Implementing
Party
Enforcement
and Monitoring
Entity
Impact – Biological Resources
BIO-1: Direct and Indirect Impacts During Construction
Consistent with the Best Management Practices from MSHCP Volume 1, Attachment C, the following shall be implemented to avoid direct and indirect impacts during construction:
o Limiting grading to the minimum area necessary for construction, operation, and decommissioning of the project
o Limiting vegetation disturbance/removal to the maximum extent practicable
o Implementing fiber rolls and sandbags around drainage areas and the site perimeter
o Stockpiling and disposing of demolition debris, concrete, and soil properly o Installation of a stabilized construction entrance/exit and stabilization of disturbed areas
o Proper protections for fueling and maintenance of equipment and vehicles o Managing waste, aggressively controlling litter, and implementing sediment controls
o Soil stabilization in disturbed areas by revegetation Minimize Spills of Hazardous Materials. All vehicles and equipment shall be maintained in proper condition to minimize the potential for fugitive emissions of motor oil, antifreeze, hydraulic fluid, grease, or other hazardous materials. Hazardous spills and contaminated soil shall be immediately cleaned up and the contaminated soil shall be properly handled or disposed of at a licensed facility. Servicing of construction equipment shall take place only at a designated staging area.

Invasive Plant Species Control. Invasive plant species, for the purpose of this document, shall include all species with a California Invasive Plant Council (Cal -IPC) rating of limited, moderate, or high. Construction personnel and equipment shall be Prior to issuance of grading or
building permits submittal of plans
with measure on plans, collection of
acknowledgement by owner and
notice to contractors; subject to
inspection by CDD; enforcement of
violations available through MMC at
City discretion.

Applicant for
individual
project
City of Menifee,
Community
Development
Department
EXHIBIT "E"
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1675
Menifee Mayor and City Council
July 15, 2026
Page
2305 of 3153

MITIGATION MONITORING AND REPORTING PROGRAM
Trumble and Watson Warehouse Project City of Menifee
Mitigated Negative Declaration 2 October 2025
Mitigation Measure
Monitoring Phase and
Monitoring Actions1
Implementing
Party
Enforcement
and Monitoring
Entity
free of invasive plant seeds, propagules, and any material which may contain them (e.g., soil) prior to entering the Project Site. All potentially contaminated equipment will be carefully cleaned prior to the initiation of project activities. Staging areas and temporary work areas shall avoid weed infestations and infestations within the work area(s) shall be flagged and avoided to the maximum extent feasible. Only certified weed-free materials (e.g., gravel, straw, and fill) will be used for the project.

Removal of Native Vegetation. The removal of native vegetation shall be avoided and minimized to the maximum extent practicable. Temporary impacts shall be returned to pre-existing contours and revegetated with appropriate native species.

Standard Dust Control Measures. Standard dust control measures as per the South Coast Air Quality Management District shall be implemented to reduce dust impacts on nearby conserved lands, plants, and wildlife. Measures include controlling speed to 15 mph or less on unpaved roads, replacing ground cover in disturbed areas as quickly as possible, frequently watering active work sites, installation of shaker plates, and suspending excavation and grading operations during periods of high winds.

Wildlife Hazards. The following measures shall be implemented to ensure that wildlife do not become trapped, entangled, injured, or poisoned by construction activities:
o Structures in which wildlife may become trapped (e.g., open pipes, pits, trenches, etc.) shall be tightly covered at the end of each work day. If covering the structure is not possible, an escape ramp shall be provided to allow any wildlife that falls in to safely escape.
o Debris piles, construction materials, equipment, and other items that may be used as wildlife refuge shall be inspected for wildlife at the start of each work day and prior to disturbance. If wildlife is discovered, it shall either be moved out of harm’s way by a qualified biologist or allowed to move off of the study area on its own.
o Nets and mesh shall be made of loose-weave material that is not fused at the intersections of the weave, as nets with welded weaves present an entanglement risk.

Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1676
Menifee Mayor and City Council
July 15, 2026
Page
2306 of 3153

MITIGATION MONITORING AND REPORTING PROGRAM
Trumble and Watson Warehouse Project City of Menifee
Mitigated Negative Declaration 3 October 2025
Mitigation Measure
Monitoring Phase and
Monitoring Actions1
Implementing
Party
Enforcement
and Monitoring
Entity
o Toxic materials and garbage shall be removed from the work site and safely stored or disposed of at the end of each workday.

BIO-2: Worker Environmental Awareness Plan Training
Prior to the initiation of the Project, an approved biologist shall present Worker Environmental Awareness Plan training (WEAP) to all on-site personnel. The WEAP will educate the personnel on the identification of special-status species and regulated biological resources that are present or have the potential to occur within the Project Site, will cover the applicable regulatory policies and provisions regarding their protection, and will provide an overview of the project’s avoidance, minimization, and mitigation measures. Furthermore, on-site personnel will be briefed on the reporting process if an inadvertent injury or mortality should occur to a special-status species during construction or operations.

Prior to issuance of grading or
building permits submittal of plans
with measure on plans, collection of
acknowledgement by owner and
notice to contractors; subject to
inspection by CDD; enforcement of
violations available through MMC at
City discretion.

Applicant for
individual
project
City of Menifee,
Community
Development
Department
BIO-3: Pre-Construction Nesting Birds Survey
To avoid disturbance of nesting birds, including special-status bird species and birds protected by the Migratory Bird Species Act (MBTA) and California Fish and Game Code (CFGC Section 3503), project activities shall occur outside of the breeding season for nesting birds (generally February 1 through August 31), if feasible.

If construction occurs during the breeding season, then a pre-construction nesting bird survey shall be conducted no more than seven days prior to the initiation of Project activities. If more than one phase of grading occurs during nesting season, the pre-construction nesting bird survey shall be repeated. The nesting bird survey shall be conducted on foot inside the Project Site and include a 500-foot buffer for raptors and special status bird species and a 100-foot buffer for all other bird species. The survey shall be conducted by a biologist familiar with avian species known to inhabit Southern California. If nests are found, an avoidance buffer of up to 500 feet for raptors and special-status species and up to 100 feet for non-raptors (dependent upon the species, the proposed work activity, and existing disturbances associated with land use outside of the workspace) shall be determined and Prior to project approval: verify that
the applicant has conducted surveys
and searches of databases and
records and as needed, identified
methods to avoid impacts to
significant paleontological resources;
measures on plans.

Applicant for
individual
project
City of Menifee,
Community
Development
Department
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1677
Menifee Mayor and City Council
July 15, 2026
Page
2307 of 3153

MITIGATION MONITORING AND REPORTING PROGRAM
Trumble and Watson Warehouse Project City of Menifee
Mitigated Negative Declaration 4 October 2025
Mitigation Measure
Monitoring Phase and
Monitoring Actions1
Implementing
Party
Enforcement
and Monitoring
Entity
demarcated by the biologist with construction fencing, flagging, or other means to mark the boundary. The buffer shall be maintained and nest avoided until the young have fledged and/or the nest is no longer active.

Impact – Cultural Resources
CUL-1: Human Remains
If human remains are encountered, State Health and Safety Code Section 7050.5 states that no further disturbance shall occur until the Riverside County Coroner has made the necessary findings as to origin. Further, pursuant to Public Resource Code Section 5097.98(b) remains shall be left in place and free from disturbance until a final decision as to the treatment and disposition has been made. If the Riverside County Coroner determines the remains to be Native American, the Native American Heritage Commission shall be contacted within the period specified by law (24 hours). Subsequently, the Native American Heritage Commission shall identify the "most likely descendant." The most likely descendant shall then make recommendations and engage in consultation concerning the treatment of the remains as provided in Public Resources Code Section 5097.98.

During grading/construction: field as
needed, field verify that work is
halted to assess possible resources
and avoidance buffers are
demarcated and enforced; subject to
inspection by CDD; enforcement of
violations available through MMC at
City discretion.

Applicant for
individual
project
City of Menifee,
Community
Development
Department
CUL-2: Inadvertent Archaeological Find
If during ground disturbance activities, unique cultural resources are discovered that were not assessed by the archaeological report(s) and/or environmental assessment conducted prior to project approval, the following procedures shall be followed.

Unique cultural resources are defined, for this condition only, as being multiple artifacts in close association with each other, but may include fewer artifacts if the area of the find is determined to be of significance due to its sacred or cultural importance as determined in consultation with the Native American Tribe(s). a) All ground disturbance activities within 100 feet of the discovered cultural resources shall be halted until a meeting is convened between the developer, the archaeologist, the tribal representative(s) and the Community Development Director to discuss the significance of the find. b) At the meeting, the significance of the discoveries shall be discussed and after consultation with the tribal representative(s) and the archaeologist, a decision shall be made, with the concurrence of the Community During grading/construction: field as
needed, field verify that work is
halted to assess possible resources
and avoidance buffers are
demarcated and enforced; subject to
inspection by CDD; enforcement of
violations available through MMC at
City discretion.

Applicant for
individual
project
City of Menifee,
Community
Development
Department
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1678
Menifee Mayor and City Council
July 15, 2026
Page
2308 of 3153

MITIGATION MONITORING AND REPORTING PROGRAM
Trumble and Watson Warehouse Project City of Menifee
Mitigated Negative Declaration 5 October 2025
Mitigation Measure
Monitoring Phase and
Monitoring Actions1
Implementing
Party
Enforcement
and Monitoring
Entity
Development Director, as to the appropriate mitigation (documentation, recovery, avoidance, etc.) for the cultural resources.
c) Grading of further ground disturbance shall not resume within the area of the discovery until an agreement has been reached by all parties as to the appropriate mitigation. Work shall be allowed to continue outside of the buffer area and will be monitored by additional Tribal monitors if needed. d) Treatment and avoidance of the newly discovered resources shall be consistent with the Cultural Resources Management Plan and Monitoring Agreements entered into with the appropriate tribes. This may include avoidance of the cultural resources through project design, in-place preservation of cultural resources located in native soils and/or re-burial on the Project property so they are not subject to further disturbance in perpetuity as identified in Non-Disclosure of Reburial Condition. e) Pursuant to Calif. Pub. Res. Code § 21083.2(b) avoidance is the preferred method of preservation for archaeological resources and cultural resources.

If the landowner and the Tribe(s) cannot agree on the significance or the mitigation for the archaeological or cultural resources, these issues will be presented to the City Community Development Director for decision. The City Community Development Director shall make the determination based on the provisions of the California Environmental Quality Act with respect to archaeological resources, recommendations of the project archeologist and shall take into account the cultural and religious principles and practices of the Tribe. Notwithstanding any other rights available under the law, the decision of the City Community Development Director shall be appealable to the City Planning Commission and/or City Council.

Geology and Soils
GEO-1: Paleontological Resource Impact Mitigation Program Qualified Professional Paleontologist. Prior to excavation, the Proposed Project applicant shall retain a Qualified Professional Paleontologist, as defined by the Society of Vertebrate Paleontology (SVP 2010), who shall direct all mitigation measures related to paleontological resources. The Qualified Professional Prior to project approval: verify that
the applicant has conducted surveys
and searches of databases and
records and as needed, identified
methods to avoid impacts to
significant paleontological resources;
Applicant for
individual
project
City of Menifee,
Community
Development
Department
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1679
Menifee Mayor and City Council
July 15, 2026
Page
2309 of 3153

MITIGATION MONITORING AND REPORTING PROGRAM
Trumble and Watson Warehouse Project City of Menifee
Mitigated Negative Declaration 6 October 2025
Mitigation Measure
Monitoring Phase and
Monitoring Actions1
Implementing
Party
Enforcement
and Monitoring
Entity
Paleontologist shall obtain a written repository agreement for the curation of any fossils discovered during paleontological monitoring prior to the beginning of ground disturbance.

Paleontological Worker Environmental Awareness Program. Prior to the start of construction, the Qualified Professional Paleontologist or their designee shall conduct a paleontological Worker Environmental Awareness Program (WEAP) training for construction personnel regarding the appearance of fossils and the procedures for notifying paleontological staff should construction personnel discover fossils.

Paleontological Monitoring and Salvage. Full-time paleontological monitoring shall be conducted during ground-disturbing construction activities (e.g., grading, trenching, drilling) within previously undisturbed sediments. Paleontological monitoring shall be conducted by a paleontological monitor with experience with collection and salvage of paleontological resources and who meets the minimum standards of the SVP (2010) for a Paleontological Resources Monitor. Paleontological monitors will be equipped to salvage fossils as they are unearthed to avoid construction delays. The monitor must be empowered to temporarily halt or divert equipment to allow removal of abundant or large specimens in a timely manner. The Qualified Professional Paleontologist may recommend that monitoring be reduced in frequency or ceased entirely based on geologic observations. Such decisions shall be subject to review and approval by the City of Menifee.

Particularly small invertebrate fossils typically represent multiple specimens of a limited number of organisms, and a scientifically suitable sample can be obtained from one to several five-gallon buckets of fossiliferous sediment. If it is possible to dry screen the sediment in the field, a concentrated sample may consist of one or two buckets of material. For vertebrate fossils, the test is usually the observed presence of small pieces of bones within the sediments. If present, as multiple five- gallon buckets of sediment can be collected and returned to a separate facility to wet-screen the sediment.

In the event of a fossil discovery by the paleontological monitor or construction personnel, all construction activity within 50 feet of the find shall cease, and the Qualified Professional Paleontologist shall evaluate the find. If the fossil(s) is (are) measures on plans.

Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1680
Menifee Mayor and City Council
July 15, 2026
Page
2310 of 3153

MITIGATION MONITORING AND REPORTING PROGRAM
Trumble and Watson Warehouse Project City of Menifee
Mitigated Negative Declaration 7 October 2025
Mitigation Measure
Monitoring Phase and
Monitoring Actions1
Implementing
Party
Enforcement
and Monitoring
Entity
not scientifically significant, then construction activity may resume. If it is determined that the fossil(s) is (are) scientifically significant, the following shall be completed:
• Fossil Salvage. The paleontological monitor shall salvage (excavate and recover) the fossil to protect it from damage/destruction. Typically, fossils can be safely salvaged quickly by a single paleontological monitor with minimal disruption to construction activity. In some cases, larger fossils (such as complete skeletons or large mammal fossils) require more extensive excavation and longer salvage periods. In these cases, a fossil recovery crew shall excavate around the find, encase the find within a plaster and burlap jacket, and remove it after the plaster is set. For large fossils, use of the contractor’s construction equipment may be solicited to help remove the jacket to a safe location.
• Fossil Preparation and Curation. Fossils shall be identified to the lowest (most-specific) possible taxonomic level, prepared to a curation-ready condition, and curated in a scientific institution with a permanent paleontological collection along with all pertinent field notes, photos, data, and maps. Fossils of undetermined significance at the time of collection may also warrant curation at the discretion of the Qualified Professional Paleontologist.

Final Paleontological Mitigation Report. Upon completion of ground-disturbing activities (or laboratory preparation and curation of fossils, if necessary), the Qualified Professional Paleontologist shall prepare a final report describing the results of the paleontological monitoring efforts. The report shall include a summary of the field and laboratory methods employed; an overview of project geology; and, if fossils were discovered, an analysis of the fossils, including physical description, taxonomic identification, scientific significance and necessary maps and graphics to accurately record their original location(s). The report shall be submitted to the City of Menifee and, if fossil curation occurred, the designated scientific institution.

Impact – Transportation
TRA-1: Intersection 5: Trumble Road and Ethanac Road Prior to issuance of grading or Applicant for City of Menifee, Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1681
Menifee Mayor and City Council
July 15, 2026
Page
2311 of 3153

MITIGATION MONITORING AND REPORTING PROGRAM
Trumble and Watson Warehouse Project City of Menifee
Mitigated Negative Declaration 8 October 2025
Mitigation Measure
Monitoring Phase and
Monitoring Actions1
Implementing
Party
Enforcement
and Monitoring
Entity
The Applicant shall pay its fair share obligation towards adding one eastbound through lane, one westbound through lane, one dedicated westbound right turn lane, one northbound left turn lane, one dedicated northbound right turn lane, and one dedicated southbound right turn lane. As stated earlier, since the trips added by the project at this intersection are more than 50 during the peak hours and the delay added by the Project is more than two seconds, the impact at this intersection is considered to be an indirect impact before implementation of the aforementioned through lanes. In particular, the project’s fair share is 2.71%. building permits submittal of plans
with measure on plans, collection of
acknowledgement by owner and
notice to contractors; subject to
inspection by CDD; enforcement of
violations available through MMC at
City discretion.
individual
project
Community
Development
Department
TRA-2: Intersection 6: Watson Road and Highway 74
The Applicant pay its fair share towards implementation of a traffic signal at the Watson Road and Highway 74 intersection. However, since the trips added by the Project at this intersection are less than 50 during both a.m. and p.m. peak hours, the impact at this intersection is not considered to be a cumulative impact. Nonetheless, in order to reduce impacts from the project to a less than significant level, the Project’s fair share cost towards development of that signal shall be 0.93%.

Prior to issuance of grading or
building permits submittal of plans
with measure on plans, collection of
acknowledgement by owner and
notice to contractors; subject to
inspection by CDD; enforcement of
violations available through MMC at
City discretion.

Applicant for
individual
project
City of Menifee,
Community
Development
Department
Impact – Tribal Cultural Resources (See Cultural Resources) CUL 1 through CUL-2 Prior to issuance of grading or
building permits submittal of plans
with measure on plans, collection of
acknowledgement by owner and
notice to contractors; subject to
inspection by CDD; enforcement of
violations available through MMC at
City discretion.

Applicant for
individual
project
City of Menifee,
Community
Development
Department
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1682
Menifee Mayor and City Council
July 15, 2026
Page
2312 of 3153

MITIGATION MONITORINGAND REPORTING PROGRAM
Trumble and Watson Warehouse Project City of Menifee
Mitigated Negative Declaration 9 October 2025
This page intentionally left blank.

Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1683
Menifee Mayor and City Council
July 15, 2026
Page
2313 of 3153

RESOLUTION NO. 26-____

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF MENIFEE, CALIFORNIA APPROVING PLOT PLAN NO. PLN22-0190 FOR THE
CONSTRUCTION OF A 328,227 SQUARE FOOT SPECULATIVE
WAREHOUSE BUILDING “TRUMBLE AND WATSON WAREHOUSE”
WHEREAS, on July 28, 2022, the applicant, Ukiah Partners LLC (“Applicant”), filed a formal application with the City of Menifee for the approval of Plot Plan (PP) No. PLN22- 0190 for the construction of a speculative warehouse building totaling 328,227 square feet on approximately 17.19 acres. The Project site is south of Watson Road, north of Ethanac Road, west of Sherman Road and east of I-215 and Trumble Road (APN 329-240-046, - 048, -049 & -051); and
WHEREAS, collectively, all the applications are referred to as the “Project” or “Trumble Watson Warehouse Project”; and
WHEREAS, pursuant to the requirements of the California Environmental Quality Act (CEQA), an Initial Study (IS) and Mitigated Negative Declaration (MND) have been prepared to analyze and mitigate the Project's potentially significant environmental impacts; and WHEREAS, between October 8, 2025 and November 6, 2025, the 30-day public review period for the Draft IS/MND took effect, which was publicly noticed by a publication in a newspaper of general circulation, notice posted on-site and sent to property owners within 450 feet of the Project site boundaries, related agencies and government agencies; and WHEREAS, on May 3, 2026, the Project was publicly noticed by a publication in The Press Enterprise, a newspaper of general circulation, an agenda posting, notices placed on the Project site, notice to property owners and non-owner residents within 450 feet of the Project boundaries, notice to all relevant agencies and to persons requesting notification; and
WHEREAS, on May 13, 2026, the Planning Commission of the City of Menifee held a public hearing and voted 4-1 to approve the Project, including all materials in the staff report and the MND; and
WHEREAS, on May 20, 2026, an application to appeal the Planning Commission’s decision on the Project, including the approval of PP No. PLN22-0190 was submitted by Mayor Estrada (PLN26-0086); and
WHEREAS, on May 21, 2026, an application to appeal the Planning Commission’s decision on the Project, including the approval of PP No. PLN22-0190 was submitted by the Golden State Environmental Justice Alliance (GSEJA) (PLN26-0085); and WHEREAS, on May 21, 2026, an application to appeal the Planning Commission’s decision on the Project, including the approval of PP No. PLN22-0190 was submitted by the Supporters Alliance for Environmental Responsibility (SAFER) (PLN26-0081); and WHEREAS, Conditions of Approval for PP No. PLN22-0190 have been prepared and attached hereto as Exhibit “A” of the resolution; and WHEREAS, on July 15, 2026, the City Council of the City of Menifee held a public hearing on the appeal of the Planning Commission’s decision and approval of PP No.

Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1684
Menifee Mayor and City Council
July 15, 2026
Page
2314 of 3153

Trumble and Watson Warehouse – Plot Plan
July 15, 2026
5 2
6 5
4 PLN22-0190, considered all public testimony as well as all materials in the staff report and accompanying documents for the appeal, which hearing was publicly noticed by a publication in The Press Enterprise, a newspaper of general circulation, an agenda posting, notice to property owners within 450 feet of the Project boundaries, on-site posting at the Project site, and to persons requesting public notice.

NOW, THEREFORE, BE IT RESOLVED the City Council of the City of Menifee makes the following findings:

Section 1: The City of Menifee City Council hereby makes the following findings for PP No. PLN22-0190 in accordance with Title 9, Article 2, Chapter 9.80.70, “Findings for Approval for Plot Plans” of the City of Menifee Development Code:

Finding 1 - The proposed design and location of the Plot Plan is consistent with the adopted General Plan and any applicable specific plan.

The Project site has a General Plan land use designation of Economic Development Corridor – Northern Gateway (EDC-NG) which is intended to provide economic vitality and flexibility in land use options to promote economic development along the City’s major corridors. All development and design standards of the City of Menifee Development Code have been uniformly applied to the entirety of the Project, and the Project is consistent with the General Plan.

In addition, the Project is consistent with the following City of Menifee General Plan policies:
LU-1.1: Concentrate growth in strategic locations to help preserve rural areas, create place and identity, provide infrastructure efficiently, and foster the use of transit options.

The proposed industrial Project is in close proximity to Ethanac Road and HWY 74, a designated truck route per the City’s General Plan.

Ethanac Road and HWY 74 directly connect to the I-215 freeway interchange. The location is well suited for industrial development to promote easily accessible routes for employees and delivery personnel and the location helps concentrate activity and development near the major transit corridors of the City as opposed to the rural areas or traveling through residential areas.
LU-1.5: Support development and land use patterns, where appropriate, that reduce reliance on the automobile and capitalize on multimodal transportation opportunities.

The Project’s infrastructure improvements include new roadways, roadway widening, intersection improvements, and sidewalks. The improvements will help promote multimodal transportation opportunities for employees and residents near the Project site.
CD-3.5  Design parking lots and structures to be functionally and visually integrated and connected; off-street parking lots should not dominate the street scene.

Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1685
Menifee Mayor and City Council
July 15, 2026
Page
2315 of 3153

Trumble and Watson Warehouse – Plot Plan
July 15, 2026
5 2
6 5
4 Perimeter landscaping have been provided to visually screen the parking lots, truck court, and drive aisles from surrounding roadways. ED-1.2: Diversify the local economy and create a balance of employment opportunities across skill and education levels, wages and salaries, and industries and occupations.

The proposed industrial Project will expand the local economy and provide increased employment opportunities for local residents. CD-3.12: Utilize differing but complementary forms of architectural styles and designs that incorporate representative characteristics of a given area.

The proposed Project utilizes industrial architecture which focuses on efficiency for processing goods and products. The building is designed to prioritize employee safety and functionality. Nonetheless, the building is still designed to meet the City’s Industrial Good Neighbor Policies, as well as City of Menifee Design Guidelines such as building form, roof form, massing and articulation, materials and colors, windows, doors, and entries.
CD-3.14 Provide variations in color, texture, materials, articulation, and architectural treatments. Avoid long expanses of blank, monotonous walls or fences.

The architecture of the Project incorporates varied colors, recesses, varied roof lines, wall plane changes, glazing, and other architectural treatments that break up wall areas to avoid long expanses of blank, monotonous walls. Screen walls have also been designed to incorporate architectural elements from the building for compatibility. Additionally, dense perimeter landscaping is proposed to reduce the visual height of the building and truck court walls from the public view and to provide a visually pleasing street scene.

Finding 2 - The proposed project meets all applicable standards for development and provisions of this title.

Per Section 9.80.020 “Applicability” of the Development Code, new construction of non-residential projects of more than 2,500 square feet of floor area requires the processing of a PP. The PP is for the site plan and architectural review for the construction of the warehouse building.

The proposed Project meets all applicable standards of development and operation of the City’s Zoning Code, including any applicable specific use regulations. The Project meets all the Development Code standards of Title 9, including but not limited to, parking requirements, setbacks, landscape coverage, floor area ratio (FAR) and height requirements of the EDC-NG zone. The design of the Project is consistent with the Industrial Good Neighbor Policies.

West of the Project site, across Trumble Road, is the City of Perris, and the Community Commercial and Light Industrial zoning designations per Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1686
Menifee Mayor and City Council
July 15, 2026
Page
2316 of 3153

Trumble and Watson Warehouse – Plot Plan
July 15, 2026
5 2
6 5
4 the City of Perris Municipal Code. Immediate surrounding General Plan Land Use designations within the City of Menifee are also EDC-NG, although, four existing non-conforming residential uses/properties are directly adjacent to the south of the Project site. The Applicant reached out to the adjacent residential property owners on numerous occasions between 2022 and 2023 to discuss the details of the Project. The Applicant made an effort to purchase the properties, however an agreement could not be reached. The proposed Project is consistent with surrounding land uses and land use designations and the intent of the EDC designation. The site is adequately suited for a warehouse building.

The proposed design and location of the PP meets all applicable standards of development and operation of the City’s Zoning Code, including any applicable specific use regulations.

Finding 3 - The establishment, maintenance, or operation of the proposed project will not be detrimental to the health, safety, or general welfare of persons residing or working in the neighborhood of such use or to the general welfare of the City.

To ensure the Project would not affect the general health, safety and/or welfare of the community, an IS/MND was prepared to analyze potential impacts to the surrounding persons residing or working in the community.

The IS/MND examined the Project including planning, construction and operation and determined potential impacts would all be less than significant with the mitigation measures. The proposed entitlements are not anticipated to create conditions materially detrimental to the public health, safety and general welfare or injurious to or incompatible with other properties or land uses in the Project vicinity.

In addition, the Project incorporates quality architecture and landscaping which will enhance the surrounding area. The Project has been reviewed by a variety of Departments to ensure compliance with applicable regulations, including, but not limited to City of Menifee Community Development, Engineering and Public Works, Office of the Fire Marshall, Police, Riverside County Environmental Health, Eastern Municipal Water District, Riverside County Flood Control District, California Department of Transportation, California Fish and Wildlife, and United States Department of Fish and Wildlife Resources. Some of these Departments have provided conditions of approval as appropriate to ensure compliance with applicable regulations.

The City of Menifee has two active conservation plans within the City’s boundary, the Western Riverside County Multiple Species Habitat Conservation Plan (MSHCP), and the Stephen’s Kangaroo Rat Habitat Conservation Plan (SKR-HCP). The subject site is within the jurisdiction of the SKR-HCP and the Western Riverside County MSHCP. The Project site is located inside the SKR-HCP (Dipodomys stephensi) Fee Area. The proposed Project is located within the boundaries of the Western Riverside County MSHCP; however, the Project is not located within a Criteria Cell or Cell Group. The Project will be subject to the payment of fees consistent with Menifee Municipal Code Chapter 17.03 as adopted by the City of Menifee. Therefore, the Project will not conflict with the provisions of the Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1687
Menifee Mayor and City Council
July 15, 2026
Page
2317 of 3153

Trumble and Watson Warehouse – Plot Plan
July 15, 2026
5 2
6 5
4 adopted HCP, Natural Conservation Community Plan, or other approved local, regional, or state conservation plan and the impact is considered less than significant.

NOW THEREFORE, BE IT FURTHER RESOLVED, that the City Council of the City of Menifee hereby approves the following:

1. That the City Council determine that the “Findings” set out above are true and correct.

2. That the City Council determine the environmental review (IS/MND) has been completed for the Project in accordance with State and local laws, and CEQA guidelines.

3. That the City Council, pursuant to a separate Resolution, finds that the facts presented within the public record provide the basis to approve the IS/MND which has been completed for the Project.

4. That the City Council finds the facts presented within the public record and within the Resolution provide the basis to approve PP No. PLN22-0190, and that the City Council approve said entitlements.

5. The documents and materials that constitute the record of proceedings on which this Resolution has been based are located at the Community Development Department – Planning Division, 29844 Haun Road, Menifee, CA 92586. This information is provided in compliance with Public Resources Code section 21081.6.

PASSED, APPROVED AND ADOPTED this the 15th day of July 2026. _________________________
Ricky Estrada, Mayor
Attest:

Stephanie Roseen, City Clerk
Approved as to form:

Jeffery T. Melching, City Attorney
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1688
Menifee Mayor and City Council
July 15, 2026
Page
2318 of 3153

EXHIBIT “A”

CONDITIONS OF APPROVAL
Planning Application No.: Plot Plan No. PLN22-0190 – Trumble and Watson Warehouse Project Description:The Project proposes a 328,208 square foot speculative warehouse building (inclusive of 15,000 square feet of office space) on a 17.19- acre site near the southeast corner of Watson Road and Trumble Road (location also known as the Trumble Pit Site). The applicant is proposing 422 parking spaces (296 standard stalls and 126 trailer stalls). The project includes approximately 97,000 square feet (13% of total site) of on-site landscape improvements. The project will be required to construct frontage roadway improvements, as well as additional roadway improvements to Watson Road near the railroad crossing.

The project site is located within the Economic Development Corridor – Northern Gateway (EDC-NG); south of Watson Road, north of Ethanac Road, west of Sherman Road and east of I-215 and Trumble Road.

Background:

The Project Site, formerly known as the Trumble Pit Site (or Trumble Road Open Pit), was originally operated as an open pit mine and soil hauling (import and export) facility and was more recently used as a soil and concrete recycling area. The former open pit was subject to rough grading and restoration between 2019 and 2023. The pit restoration involved approximately 200,000 cubic yards of fill import to fill the pit and level the site as it currently sits today.

Assessor's Parcel No.:329-240-046, 329-240-048, 329-240-049, 329-240-051 MSHCP Category:Non-residential (Industrial)
DIF Category:Industrial
TUMF Category:Determined by Western Riverside Council of Governments (WRCOG)
Approval Date:July 15, 2026
Expiration Date: July 15, 2029
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1689
Menifee Mayor and City Council
July 15, 2026
Page
2319 of 3153

Section I: Community Development Conditions of Approval Section II: Engineering Conditions of Approval
Section III: Building and Safety Conditions of Approval Section IV: Office of the Fire Marshal Conditions of Approval Section V: Riverside County Environmental Health
Conditions of Approval
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1690
Menifee Mayor and City Council
July 15, 2026
Page
2320 of 3153

Section I:

Community Development Department
Conditions of Approval
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1691
Menifee Mayor and City Council
July 15, 2026
Page
2321 of 3153

GENERAL CONDITIONS

1. Indemnification. Within 48 hours of project approval, the Applicant/developer shall indemnify, defend, and hold harmless the City of Menifee and its elected city council, appointed boards, commissions, committees, officials, employees, volunteers, contractors, consultants, and agents from and against any and all claims, liabilities, losses, fines, penalties, and expenses, including without limitation litigation expenses and attorney’s fees, arising out of either the City’s approval of the Project or actions related to the Property or the acts, omissions, or operations of the applicant/developer and its directors, officers, members, partners, employees, agents, contractors, and subcontractors of each person or entity comprising the applicant/developer with respect to the ownership, planning, design, construction, and maintenance of the Project and the Property for which the Project is being approved.

2. Filing Notice of Determination. Within 48 hours of project approval, the Planning Division will determine the appropriate fees for the Notice of Determination (NOD) filing and request the payment of fees to the City of Menifee in the form of a check or cash.

Upon receipt of payment, the Planning Division will file the NOD with the relevant agencies as required under Public Resources Code, California Code of Regulations and California Fish and Game Code.

3. Exhibits. The project shall be constructed as approved by the Planning Commission on May 13, 2026, and as shown in Attachment No. 1 in the accompanying staff report. Any subsequent changes shall be processed per Menifee Municipal Code Section 9.30.120 Modifications to Previously Approved Permits.

4. Ninety (90) Days. The applicant has ninety (90) days from the date of approval of these conditions to protest, in accordance with the procedures set forth in Government Code Section 66020, the imposition of any and all fees, dedications, reservations and/or other exactions imposed on this project as a result of this approval or conditional approval of this project.

5. Subsequent Submittals. Any subsequent submittals required by these Conditions of Approval, including but not limited to grading plan, building plan or mitigation monitoring review and appropriate fees paid as may be in effect at the time of submittal, as required by Resolution No. 22-1229 (Cost of Services Fee Study), or any successor thereto.

Each submittal shall be accompanied with a letter clearly indicating which condition or conditions the submittal is intended to comply with.

6. Expiration Date. This approval shall become null and void three (3) years from the date of approval, unless the appropriate permits have been obtained and construction, defined as permit obtainment, commencement of construction of the primary building on site, and successful completion of the first Building and Safety Division inspection or an extension of time application has been submitted to the Planning Division prior to the expiration date. Extensions may be granted per Menifee Municipal Code.

Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1692
Menifee Mayor and City Council
July 15, 2026
Page
2322 of 3153

7. Modifications or Revisions. The applicant shall obtain City approval for any modifications or revisions to the approval of this project.

8. Reclaimed Water. The permittee shall connect to a reclaimed water supply for landscape watering purposes when secondary or reclaimed water is made available to the site as required by Eastern Municipal Water District.

9. Comply with Ordinances. This project shall comply with the applicable standards of the City of Menifee Development Code, City of Menifee Municipal Code, City of Menifee Design Guidelines and all other applicable ordinances and State and Federal codes and regulations.

10. Outside Lighting. Any outside lighting shall be hooded and directed so as not to shine directly upon adjoining property or public rights-of-way and so as to prevent either the spillage of lumens or reflection into the sky.

11. Outdoor Storage. No outdoor storage is allowed unless otherwise approved as part of the project. Parking of trucks and trailers shall not be considered outdoor storage when parked in designated areas.

12. Sound Dampening. The design of dock-high loading doors shall minimize noise through installation of devices such as rubber seals and/or other sound reducing features and shall be included in the building permit plans.

13. Development Impact Fees. The applicant shall pay all applicable development impact fees including but not limited to Development Impact, Multi-Species Habitat Conservation Plan (MSHCP), Stephen’s Kangaroo Rat (KRAT), School Fees, Transportation Uniform Mitigation Fee (TUMF), Road and Bridge Benefit District (RBBD), and Area Drainage Plan (ADP).

14. Outside Agencies. The applicant shall comply with all comments and conditions of approval from any responsible agencies as shown in the attached letters from associated agencies.

15. Anti-Graffiti Coating. An anti-graffiti coating shall be provided on all block walls constructed as part of any phase of the Project, and written verification from the developer shall be provided to the Community Development. Anti-graffiti coating shall be limited to the first 8’ in height.

16. Property Maintenance. All parkways, entryway medians, on-site and off-site landscaping, walls, fencing, recreational facilities, basins, and on-site lighting shall be maintained by the owner or private entity or the Menifee Community Facilities District (CFD).

All landscaping and similar improvements not properly maintained by a property owners Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1693
Menifee Mayor and City Council
July 15, 2026
Page
2323 of 3153

association, individual property owners, or common area maintenance district must be annexed into a Lighting and Landscape District, or other mechanism as determined by City.

The land divider, or any successor-in-interest to the land divider, shall be responsible for maintenance and upkeep of all slopes, landscaped areas and irrigation systems Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1694
Menifee Mayor and City Council
July 15, 2026
Page
2324 of 3153

within the land division until such time as those operations are the responsibility of a property owner’s association, or any other successor-in-interest.

The owners of each individual lot shall be responsible for maintaining all landscaping between the curb of the street and the proposed sidewalk and side yard landscaping between the curb of the street and proposed fencing, unless the landscaping is included within a separate common lot maintained by an HOA or other entity acceptable to the City of Menifee.

17. Business Registration. Every person conducting a business within the City of Menifee, as defined in Menifee Municipal Code, Chapter 5.01, shall obtain a business license.

For more information regarding business registration, contact the Finance Department.

18. Point of Sale. Developer expects to obtain equipment and fixtures from construction contractors to complete the Project. Consistent with the requirements of applicable California law, the Developer agrees to cooperate with the City with respect to purchases of equipment and fixtures such that: (a) to the extent any such purchases of equipment and fixtures are from a construction contractor working for Developer at the Project site, Developer will, to the extent allowed by California law, require the construction contractor to secure the appropriate job-site sales tax permits such that such equipment and fixture purchases will be designated as having a point of sale within the City, such that the applicable sales tax will be collected and attributable to a purchase and sale within the City and (b) to the extent Developer is obligated to pay use tax on any such purchases of equipment and fixtures to be used at the Project site, Developer will, to the extent allowed by California law, secure the appropriate job-site use tax permits such that the applicable use tax will be collected and attributed to a Developer purchase within the City.

ARCHEOLOGY

19. Human Remains. If human remains are encountered, State Health and Safety Code Section 7050.5 states that no further disturbance shall occur until the Riverside County Coroner has made the necessary findings as to origin. Further, pursuant to Public Resource Code Section 5097.98(b) remains shall be left in place and free from disturbance until a final decision as to the treatment and disposition has been made. If the Riverside County Coroner determines the remains to be Native American, the Native American Heritage Commission shall be contacted within the period specified by law (24 hours). Subsequently, the Native American Heritage Commission shall identify the "most likely descendant." The most likely descendant shall then make recommendations and engage in consultation concerning the treatment of the remains as provided in Public Resources Code Section 5097.98.

20. Non-Disclosure of Location Reburials. It is understood by all parties that unless otherwise required by law, the site of any reburial of Native American human remains or associated grave goods shall not be disclosed and shall not be governed by public Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1695
Menifee Mayor and City Council
July 15, 2026
Page
2325 of 3153

disclosure requirements of the California Public Records Act. The Coroner, pursuant to the specific exemption set forth in California Government Code 6254 (r)., parties, and Lead Agencies, will be asked to withhold public disclosure information related to such reburial, pursuant to the specific exemption set forth in California Government Code 6254 (r).

Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1696
Menifee Mayor and City Council
July 15, 2026
Page
2326 of 3153

21. Inadvertent Archeological Find. If during ground disturbance activities, unique cultural resources are discovered that were not assessed by the archaeological report(s) and/or environmental assessment conducted prior to project approval, the following procedures shall be followed. Unique cultural resources are defined, for this condition only, as being multiple artifacts in close association with each other, but may include fewer artifacts if the area of the find is determined to be of significance due to its sacred or cultural importance as determined in consultation with the Native American Tribe(s). a. All ground disturbance activities within 100 feet of the discovered cultural resources shall be halted until a meeting is convened between the developer, the archaeologist, the tribal representative(s) and the Community Development Director to discuss the significance of the find. b. At the meeting, the significance of the discoveries shall be discussed and after consultation with the tribal representative(s) and the archaeologist, a decision shall be made, with the concurrence of the Community Development Director, as to the appropriate mitigation (documentation, recovery, avoidance, etc.) for the cultural resources.
c. Grading of further ground disturbance shall not resume within the area of the discovery until an agreement has been reached by all parties as to the appropriate mitigation. Work shall be allowed to continue outside of the buffer area and will be monitored by additional Tribal monitors if needed.
d. Treatment and avoidance of the newly discovered resources shall be consistent with the Cultural Resources Management Plan and Monitoring Agreements entered into with the appropriate tribes. This may include avoidance of the cultural resources through project design, in- place preservation of cultural resources located in native soils and/or re- burial on the Project property so they are not subject to further disturbance in perpetuity as identified in Non-Disclosure of Reburial Condition.
e. Pursuant to Calif. Pub. Res. Code § 21083.2(b) avoidance is the preferred method of preservation for archaeological resources and cultural resources. If the landowner and the Tribe(s) cannot agree on the significance or the mitigation for the archaeological or cultural resources, these issues will be presented to the City Community Development Director for decision. The City Community Development Director shall make the determination based on the provisions of the California Environmental Quality Act with respect to archaeological resources, recommendations of the project archeologist and shall take into account the cultural and religious principles and practices of the Tribe. Notwithstanding any other rights available under the law, the decision of the City Community Development Director shall be appealable to the City Planning Commission and/or City Council.”

22. Cultural Resources Disposition. In the event that Native American cultural resources are discovered during the course of ground disturbing activities (inadvertent Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1697
Menifee Mayor and City Council
July 15, 2026
Page
2327 of 3153

discoveries), the following procedures shall be carried out for final disposition of the discoveries:
a. One or more of the following treatments, in order of preference, shall be employed with the tribes. Evidence of such shall be provided to the City of Menifee Community Development Department:

Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1698
Menifee Mayor and City Council
July 15, 2026
Page
2328 of 3153

i. Preservation-In-Place of the cultural resources, if feasible.

Preservation in place means avoiding the resources, leaving them in the place where they were found with no development affecting the integrity of the resources.
ii. Reburial of the resources on the Project property. The measures for reburial shall include, at least, the following: Measures and provisions to protect the future reburial area from any future impacts in perpetuity. Reburial shall not occur until all legally required cataloging and basic recordation have been completed, with an exception that sacred items, burial goods and Native American human remains are excluded. Any reburial process shall be culturally appropriate. Listing of contents and location of the reburial shall be included in the confidential Phase IV report.

The Phase IV Report shall be filed with the City under a confidential cover and not subject to Public Records Request. iii. If preservation in place or reburial is not feasible then the resources shall be curated in a culturally appropriate manner at a Riverside County curation facility that meets State Resources Department Office of Historic Preservation Guidelines for the Curation of Archaeological Resources ensuring access and use pursuant to the Guidelines. The collection and associated records shall be transferred, including title, and are to be accompanied by payment of the fees necessary for permanent curation. Evidence of curation in the form of a letter from the curation facility stating that subject archaeological materials have been received and that all fees have been paid, shall be provided by the landowner to the City. There shall be no destructive or invasive testing on sacred items, items of Native American Cultural Patrimony, burial goods and Native American human remains. Results concerning finds of any inadvertent discoveries shall be included in the Phase IV monitoring report.

23. Inadvertent Paleontological Find. In the event that fossils or fossil-bearing deposits are discovered during construction, excavations within fifty (50) feet of the find shall be temporarily halted or diverted. The contractor shall notify a qualified paleontologist to examine the discovery. The paleontologist shall document the discovery as needed in accordance with Society of Vertebrate Paleontology standards, evaluate the potential resource, and assess the significance of the find under the criteria set forth in CEQA Guidelines Section 15064.5. The paleontologist shall notify the Community Development Department to determine procedures that would be followed before construction is allowed to resume at the location of the find. If in consultation with the paleontologist, the Project proponent determines that avoidance is not feasible, the paleontologist shall prepare an excavation plan for mitigating the effect of the Project on the qualities that make the resource important. The plan shall be submitted to the Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1699
Menifee Mayor and City Council
July 15, 2026
Page
2329 of 3153

Community Development Department for review and approval and the Project proponent shall implement the approval plan.

24. Construction and Demolition Debris. The developer shall contact the City’s franchised solid waste hauler for disposal of construction and demolition debris and shall provide the Building & Safety Division verification of arrangements made with the Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1700
Menifee Mayor and City Council
July 15, 2026
Page
2330 of 3153

City’s franchise solid waste hauler for disposal of construction and demolition debris.

Only the City’s franchisee may haul demolition and construction debris.

25. Interim Landscaping. Graded but undeveloped land shall be maintained in a condition so as to prevent a dust and/or blow sand nuisance and shall be either planted with interim landscaping or provided with other wind and water erosion control measures as approved by the Community Development Department and the South Coast Air Quality Management District (SCAQMD).

26. Landscape Plans. All landscaping plans shall be prepared in accordance with the City’s Water Efficient Landscape Ordinance. Such plans shall be reviewed and approved by the Community Development Department, and the appropriate maintenance authority.

PRIOR TO ISSUANCE OF GRADING PERMIT

27. Rough and Precise Grading Plan Review. The Community Development Department shall review the rough and precise grading plans for consistency with the approved site plan and conceptual grading plan (Approved Exhibits) and the conditions of approval.

The following two (2) conditions (Condition No. 28 and 29) shall be verbatim on all grading plan submittals

28. AQMD Rule 402. The project developer shall implement the following measures to reduce the emissions of pollutants generated by heavy-duty diesel-powered equipment operating at the project site throughout the project construction phases. The project developer shall include in construction contracts the control measures as may be required under Rule 402, at the time of development, including the following:
a. Keep all construction equipment in proper tune in accordance with manufacturer’s specifications.
b. Use late model heavy-duty diesel-powered equipment at the project site to the extent that it is readily available in the South Coast Air Basin (meaning that it does not have to be imported from another air basin and that the procurement of the equipment would not cause a delay in construction activities of more than two weeks).
c. Use low-emission diesel fuel for all heavy-duty diesel-powered equipment operating and refueling at the project site to the extent that it is readily available and cost effective in the South Coast Air Basin (meaning that it does not have to be imported from another air basin, that the procurement of the equipment would not cause a delay in construction activities of more than two weeks, that the cost of the equipment use is not more than 20 percent greater than the cost of standard equipment (This measure does not apply to diesel-powered trucks traveling to and from the site).

Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1701
Menifee Mayor and City Council
July 15, 2026
Page
2331 of 3153

d. Utilize alternative fuel construction equipment (i.e., compressed natural gas, liquid petroleum gas), if equipment is readily available and cost effective in the South Coast Air Basin (meaning that it does not have to be imported from another air basin, that the procurement of the equipment would not cause a delay in construction activities of more than two weeks, that the cost of the Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1702
Menifee Mayor and City Council
July 15, 2026
Page
2332 of 3153

equipment use is not more than 20 percent greater than the cost of standard equipment).
e. Limit truck and equipment idling time to five minutes or less. f. Rely on the electricity infrastructure surrounding the construction sites rather than electrical generators powered by internal combustion engines to the extent feasible.
g. General contractors shall maintain and operate construction equipment so as to minimize exhaust emissions.

29. Fugitive Dust Control. The permittee shall implement fugitive dust control measures in accordance with Southern California Air Quality Management District (SCAQMD) Rule 403. The permittee shall include in construction contracts the control measures required under Rule 403 at the time of development, including the following:
a. Use watering to control dust generation during demolition of structures or break- up of pavement. The construction area and vicinity (500-foot radius) must be swept (preferably with water sweepers) and watered at least twice daily. Site wetting must occur often enough to maintain a 10 percent surface soil moisture content throughout all earth moving activities. All unpaved demolition and construction areas shall be wetted at least twice daily during excavation and construction, and temporary dust covers shall be used to reduce dust emissions and meet SCAQMD District Rule 403. Wetting could reduce fugitive dust by as much as 50%.
b. Water active grading/excavation sites and unpaved surfaces at least three times daily;
c. All paved roads, parking and staging areas must be watered at least once every two hours of active operations;
d. Site access points must be swept/washed within thirty minutes of visible dirt deposition;
e. Sweep daily (with water sweepers) all paved parking areas and staging areas; f. Onsite stockpiles of debris, dirt or dusty material must be covered or watered at least twice daily;
g. Cover stockpiles with tarps or apply non-toxic chemical soil binders; h. All haul trucks hauling soil, sand and other loose materials must either be covered or maintain two feet of freeboard;
i. All inactive disturbed surface areas must be watered on a daily basis when there is evidence of wind drive fugitive dust;
j. Install wind breaks at the windward sides of construction areas; Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1703
Menifee Mayor and City Council
July 15, 2026
Page
2333 of 3153

k. Operations on any unpaved surfaces must be suspended when winds exceed 25 mph;
l. Suspend excavation and grading activity when winds (instantaneous gusts) exceed 15 miles per hour over a 30-minute period or more, so as to prevent excessive amounts of dust;
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1704
Menifee Mayor and City Council
July 15, 2026
Page
2334 of 3153

m. All haul trucks must have a capacity of no less than twelve and three-quarter (12.75) cubic yards;
n. All loads shall be secured by trimming, watering or other appropriate means to prevent spillage and dust;
o. Traffic speeds on unpaved roads must be limited to 15 miles per hour; p. Provide daily clean-up of mud and dirt carried onto paved streets from the site; q. Install wheel washers for all exiting trucks, or wash off the tires or tracks of all trucks and equipment leaving the site;
r. All materials transported off-site shall be either sufficiently watered or securely covered to prevent excessive amount of dust;
s. Operations on any unpaved surfaces must be suspended during first and second stage smog alerts; and,
t. An information sign shall be posted at the entrance to each construction site that identifies the permitted construction hours and provides a telephone number to call and receive information about the construction project or to report complaints regarding excessive fugitive dust generation. Any reasonable complaints shall be rectified within 24 hours of receipt.

30. Archeologist Retained. Prior to issuance of a grading permit the project applicant shall retain a Riverside County qualified archaeologist to monitor all ground disturbing activities in an effort to identify any unknown archaeological resources. a. The Project Archaeologist and the Tribal monitor(s) shall manage and oversee monitoring for all initial ground disturbing activities and excavation of each portion of the project site including clearing, grubbing, tree removals, mass or rough grading, trenching, stockpiling of materials, rock crushing, structure demolition and etc. The Project Archaeologist and the Tribal monitor(s), shall have the authority to temporarily divert, redirect or halt the ground disturbance activities to allow identification, evaluation, and potential recovery of cultural resources in coordination with any required special interest or tribal monitors. b. The developer/permit holder shall submit a fully executed copy of the contract to the Community Development Department to ensure compliance with this condition of approval. Upon verification, the Community Development Department shall clear this condition.
c. In addition, the Project Archaeologist, in consultation with the Consulting Tribe(s), the contractor, and the City, shall develop a Cultural Resources Management Plan (CRMP) in consultation pursuant to the definition in AB52 to address the details, timing and responsibility of all archaeological and cultural activities that will occur on the project site. A consulting tribe is defined as a tribe that initiated the AB 52 tribal consultation process for the Project, has not opted out of the AB52 consultation process, and has completed AB 52 consultation with the City as provided for in Cal Pub Res Code Section 21080.3.2(b)(1) of AB52. Details in the Plan shall include:

Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1705
Menifee Mayor and City Council
July 15, 2026
Page
2335 of 3153

d. Project grading and development scheduling;
i. The Project archeologist and the Consulting Tribes(s) shall attend the pre- grading meeting with the City, the construction manager and any contractors and will conduct a mandatory Cultural Resources Worker Sensitivity Training to those in attendance. The Training will include a brief Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1706
Menifee Mayor and City Council
July 15, 2026
Page
2336 of 3153

review of the cultural sensitivity of the Project and the surrounding area; what resources could potentially be identified during earthmoving activities; the requirements of the monitoring program; the protocols that apply in the event inadvertent discoveries of cultural resources are identified, including who to contact and appropriate avoidance measures until the find(s) can be properly evaluated; and any other appropriate protocols. All new construction personnel that will conduct earthwork or grading activities that begin work on the Project following the initial Training must take the Cultural Sensitivity Training prior to beginning work and the Project archaeologist and Consulting Tribe(s) shall make themselves available ii. The protocols and stipulations that the contractor, City, Consulting Tribe(s) and Project archaeologist will follow in the event of inadvertent cultural resources discoveries, including any newly discovered cultural resource deposits that shall be subject to a cultural resources evaluation.

31. Paleontologist Required. This site is mapped as having a high potential for paleontological resources (fossils) at shallow depth. Therefore, PRIOR TO ISSUANCE OF GRADING PERMITS:

The applicant shall retain a qualified paleontologist approved by the City of Menifee to create and implement a project-specific plan for monitoring site grading/earthmoving activities (project paleontologist for any ground disturbance activities on-site during ground disturbing activities which are below the depths of the previous mass grading.

A cross section of grading depth will be required on the grading permit plans when submitted for review showing previous graded depth and proposed grading depth. If grading depth is determined to be below the previous mass grade depth, this condition will be required to be satisfied.

The project paleontologist retained shall review the approved development plan and shall conduct any pre-construction work necessary to render appropriate monitoring and mitigation requirements as appropriate. These requirements shall be documented by the project paleontologist in a Paleontological Resource Impact Mitigation Program (PRIMP). This PRIMP shall be submitted to the Community Development Department for review and approval prior to issuance of a Grading Permit.

Information to be contained in the PRIMP, at a minimum and in addition to other industry standard and Society of Vertebrate Paleontology standards, are as follows:
The project paleontologist shall participate in a pre-construction project meeting with development staff and construction operations to ensure an understanding of any mitigation measures required during construction, as applicable.

Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1707
Menifee Mayor and City Council
July 15, 2026
Page
2337 of 3153

Paleontological monitoring of earthmoving activities will be conducted on an as-needed basis by the project paleontologist during all earthmoving activities that may expose sensitive strata. Earthmoving activities in areas of the project area where previously undisturbed strata will be buried but not otherwise disturbed will not be monitored. The project paleontologist or his/her assign will have the authority to reduce monitoring once he/she determines the probability of encountering fossils has dropped below an acceptable level.

Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1708
Menifee Mayor and City Council
July 15, 2026
Page
2338 of 3153

If the project paleontologist finds fossil remains, earthmoving activities will be diverted temporarily around the fossil site until the remains have been evaluated and recovered. Earthmoving will be allowed to proceed through the site when the project paleontologist determines the fossils have been recovered and/or the site mitigated to the extent necessary. If fossil remains are encountered by earthmoving activities when the project paleontologist is not onsite, these activities will be diverted around the fossil site and the project paleontologist called to the site immediately to recover the remains.
If fossil remains are encountered, fossiliferous rock will be recovered from the fossil site and processed to allow for the recovery of smaller fossil remains. Test samples may be recovered from other sampling sites in the rock unit if appropriate.
Any recovered fossil remains will be prepared to the point of identification and identified to the lowest taxonomic level possible by knowledgeable paleontologists. The remains then will be curated (assigned and labeled with museum* repository fossil specimen numbers and corresponding fossil site numbers, as appropriate; places in specimen trays and, if necessary, vials with completed specimen data cards) and catalogued, an associated specimen data and corresponding geologic and geographic site data will be archived (specimen and site numbers and corresponding data entered into appropriate museum repository catalogs and computerized data bases) at the museum repository by a laboratory technician. The remains will then be accessioned into the museum* repository fossil collection, where they will be permanently stored, maintained, and, along with associated specimen and site data, made available for future study by qualified scientific investigators. * The City of Menifee must be consulted on the repository/museum to receive the fossil material prior to being curated.
A qualified paleontologist shall prepare a report of findings made during all site grading activity with an appended itemized list of fossil specimens recovered during grading (if any). This report shall be submitted to the Community Development Department for review and approval prior to building final inspection as described elsewhere in these conditions.
All reports shall be signed by the project paleontologist and all other professionals responsible for the report's content (eg. Professional Geologist, Professional Engineer, etc.), as appropriate. A signed original copy of the report shall be submitted directly to the Community Development Department along Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1709
Menifee Mayor and City Council
July 15, 2026
Page
2339 of 3153

with a copy of this condition, deposit based fee and the grading plan for appropriate case processing and tracking.

32. Mitigation Monitoring. The applicant shall prepare and submit a written report to the Community Development Director or review and approval demonstrating compliance with the standard conditions of approval and mitigation measures identified in the Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1710
Menifee Mayor and City Council
July 15, 2026
Page
2340 of 3153

Environmental Impact Report (EIR) for this project which must be satisfied prior to issuance of grading permits. The Community Development Director may require inspection or other monitoring to ensure such compliance.

33. Pre-Grading Meeting. The qualified archaeologist shall attend the pre-grading meeting with the contractors to explain and coordinate the requirements of the monitoring program, including a cultural sensitivity training component.

34. Burrowing Owl Pre-Construction Survey. The Project Developer shall retain a qualified biologist to conduct a pre-construction survey for Burrowing Owl within 30 days prior to the start of construction. The results of the single one-day survey shall be submitted to the City prior to obtaining a grading permit. If Burrowing Owl are not detected during the pre-construction survey, no further mitigation is required. If Burrowing Owl are detected during the pre-construction survey, the Project applicant and a qualified consulting biologist will be required to prepare and submit for approval a Burrowing Owl relocation program.

35. Nesting Bird Pre-Construction Survey. Prior to vegetation clearance, the Project applicant shall retain a qualified biologist to conduct a pre-construction nesting bird survey in accordance with the following:
a) The final walkover survey shall be conducted no more than three (3) days prior to the initiation of clearance/construction work; b) If pre-construction surveys indicate that bird nests are not present or are inactive, or if potential habitat is unoccupied, no further mitigation is required;
c) If active nesting birds are found during the surveys, a species-specific no-disturbance buffer zone shall be established by a qualified biologist around active nests until a qualified biologist determines that all young have fledged (i.e., no longer reliant upon the nest).
d) It is recommended that close coordination between the developer of the site, the City of Menifee, the project engineer, and the consulting qualified biologist to consider vegetation clearance outside of the normal bird nesting season (usually February 1 – August 31) to avoid impacts to nesting birds which would potentially violate the federal Migratory Bird Treaty Act. It should be noted that bird nesting season is increasingly less-definitive for some year-round resident species such as hummingbirds and raptors. Further, ground-dwelling birds such as burrowing owls, can be affected nearly any time of the year if present. It is therefore advisable to conduct a preconstruction bird survey no matter the time of year.
e) Removal of vegetation necessitates installation of appropriate Storm Water Pollution Prevention Plan “SWPPP” measures, particularly if development subsequent to grading is not undertaken immediately, Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1711
Menifee Mayor and City Council
July 15, 2026
Page
2341 of 3153

therefore careful timing of the project schedule and implementation measures is necessary to avoid water quality impacts.

36. Stockpiling/Staging. During construction, best efforts shall be made to locate stockpiling and/or vehicle staging areas as far as practicable from existing residential dwellings.

Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1712
Menifee Mayor and City Council
July 15, 2026
Page
2342 of 3153

PRIOR TO ISSUANCE OF BUILDING PERMIT

37. Processing Fees. Prior to issuance of building permits, the Community Development Department shall determine if the deposit based fees for the project are in a negative balance. If so, any outstanding fees shall be paid by the applicant.

38. Mitigation Monitoring. The applicant shall prepare and submit a written report to the Community Development Director or review and approval demonstrating compliance with the standard conditions of approval and mitigation measures identified in the Mitigated Negative Declaration (MND) for this project which must be satisfied prior to issuance of grading permits. The Community Development Director may require inspection or other monitoring to ensure such compliance.

39. Lighting. Light fixtures shall be decorative and consistent with the City of Menifee Design Guidelines and included in the Building and Safety plans. Architecturally appropriate themed lighting fixtures shall be located along the project roads, project entrances, walkways, open space areas and other focal points on the project site and shall be subject to Community Development Department review and approval.

40. Downspouts. All downspouts shall be internalized to the building and shall be shown on the construction/building plans.

41. Development Impact Fees. The applicant shall pay all applicable development impact fees including but not limited to Development Impact Fee (DIF), Multi-Species Habitat Conservation Plan (MSHCP), Stephen’s Kangaroo Rat (KRAT), School Fees (Perris Union High School District, and Romoland School District), Transportation Uniform Mitigation Fee (TUMF), Road and Bridge Benefit District (RBBD), and Area Drainage Plan (ADP).

42. Roof-Mounted Equipment Plans. Prior to issuance of certificate of occupancy, Community Development staff will verify that all roof mounted equipment will be screened in compliance with approved plans.

43. Electrical Cabinets. All electrical cabinets shall be located inside a room that is architecturally integrated into the design of the building.

44. Screening of Accessory Structures. Screening of accessory structures (including mechanical equipment) shall be compatible in color and materials to primary structures.

45. Security Systems. Prior to the issuance of tenant Building Permits, the applicant shall prepare a security plan for the site. The security plan for this project shall include a comprehensive security camera system that clearly depicts the parking field associated with the proposed use. This security camera system shall be based in each building for this development, or inside a security office located within one of the offices or buildings or other place acceptable to the Menifee Police Department, that is accessible to law Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1713
Menifee Mayor and City Council
July 15, 2026
Page
2343 of 3153

enforcement at all times of the day and night. This security camera system shall have a recording capacity to minimally save footage for the period of one month or as approved by the Menifee Police Department. The above camera surveillance system shall include LPR (License Plate Recognition) cameras installed at the entrances/exits to this project or as approved by the Police Department. LPR cameras are cameras specifically designed to read and record vehicle license plates as they enter and exit this complex.

Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1714
Menifee Mayor and City Council
July 15, 2026
Page
2344 of 3153

46. Utilities Underground. All utilities, except electrical lines rated 33 kV or greater, shall be installed underground. If the applicant provides to the Building and Safety Division and the Planning Division a definitive statement from the utility provider refusing to allow underground installation of the utilities they provide, this condition shall be null and void with respect to that utility.

47. Cold Storage. Cold Storage is not contemplated in the environmental analysis.

If Cold Storage is proposed, further analysis (technical memorandum) illustrating there are no significant impacts will be required prior to building permit issuance.

Landscaping

48. Landscaping Submittals. Final landscape plan submittals are divided into two different processes. All on-site landscaping plans shall be submitted to the Planning Department for review and approval. The on-site landscaping shall include any basins, streetscape, open space and planters on private property that is maintained by the property owner or private entity (HOA or Common Maintenance Entity/Association). All off-site landscaping plans shall be submitted to the Engineering and Public Works Department for review and approval. Off-site plans shall include landscaping in areas maintained by the Community Facilities District (CFD) and are located within the City of Menifee Right- of-Way which can include streetscape, basins or slopes.

49. Construction Landscape Plans. Prior to building permit issuance, the applicant shall submit the following construction plan applications to the Planning Division (pursuant to Menifee Municipal Code) for review and approval. The fee for each submittal will be determined by Resolution No. 24-1423 Cost of Services Fee Study and Planning Division Fee Schedule at the time of application submittal. Construction Plan Submittals include:

A. On-Site Landscaping – all Property Owner maintained landscaping and irrigation.

Performance Securities will be required prior to approval of this minor plot plan.

Additional submittal requirements can be found in the minor plot plan submittal checklist found on the Community Development Department’s website. All plans must be approved prior to the issuance of any building permit.

50. Landscape Inspections. Prior to issuance of Building Permits, the Applicant shall open a Landscape Deposit Based Fee case and deposit the prevailing deposit amount to cover the pre-installation inspections, installation inspections, Six Month Post Establishment and One Year Post Establishment Landscape Inspections.

51. Performance Securities (Bonds). Performance securities, in amounts to be determined by the Director of Community Development to guarantee the installation of plantings and irrigation system in accordance with the approved plan, shall be filed with the Department of Community Development. Securities may require review by City Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1715
Menifee Mayor and City Council
July 15, 2026
Page
2345 of 3153

Attorney and City staff. The applicant holder is encouraged to allow adequate time to ensure that securities are in place. The performance security may be released one year after structural final, inspection report, and the One-Year Post Establishment report confirms that the planting and irrigation components have been adequately installed and maintained. A cash security shall be required when the estimated cost is $2,500.00 or less.

Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1716
Menifee Mayor and City Council
July 15, 2026
Page
2346 of 3153

52. Utility Screening. All utilities shall be screened from public view. Landscape construction drawings shall show and label all utilities and provide appropriate screening. Provide a three-foot clear zone around fire check detectors as required by the Fire Department before starting the screen. Group utilities together in order to reduce intrusion. Screening of utilities is not to look like an after-thought. Plan planting beds and design around utilities. Locate all light poles on plans and ensure that there are no conflicts with trees.

53. Interim Landscaping. Graded but undeveloped land shall be maintained in a condition so as to prevent a dust and/or blown sand nuisance and shall be either planted with interim landscaping or provided with other wind and water erosion control measures as approved by the Community Development Department.

PRIOR TO FINAL INSPECTION

54. Processing Fees. Prior to final inspection, the Planning Division shall determine if any fees for the project are in a negative balance. If so, any outstanding fees shall be paid by the applicant.

55. Mitigation Monitoring. The applicant shall prepare and submit a written report to the Community Development Director or review and approval demonstrating compliance with the standard conditions of approval and mitigation measures identified in the Environmental Impact Report (EIR) for this project which must be satisfied prior to issuance of grading permits. The Community Development Director may require inspection or other monitoring to ensure such compliance.

56. Paleontological Monitoring Report. Prior to issuance of a certificate of occupancy, the applicant shall submit to the Community Development Department, an electronic copy of the Paleontology Monitoring Report. The report shall be certified by a professional paleontologist listed on Riverside County’s Paleontology Consultant List.

A deposit for the review of the report will be required.

57. Development Impact Fees. The applicant shall pay all applicable development impact fees including but not limited to Development Impact Fee (DIF), Multi-Species Habitat Conservation Plan (MSHCP), Stephen’s Kangaroo Rat (KRAT), School Fees (Perris Union High School District, and Romoland School District), Transportation Uniform Mitigation Fee (TUMF), Road and Bridge Benefit District (RBBD), and Area Drainage Plan (ADP).

58. Security Systems. Prior to the final occupancy, the Menifee Police Department and/or Community Development staff shall verify that the approved security systems for the site are installed and operational and in compliance with the approved security plan.

Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1717
Menifee Mayor and City Council
July 15, 2026
Page
2347 of 3153

59. Final Planning Inspection. The applicant shall obtain final occupancy sign-off from the Community Development Department for each building permit issued by scheduling a final Planning inspection prior to the final sign-off from the Building Department.

Planning staff shall verify that all pertinent conditions of approval have been met, including compliance with the approved elevations, site plan, parking lot layout, decorative paving, public plazas, etc. The applicant shall have all required paving, Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1718
Menifee Mayor and City Council
July 15, 2026
Page
2348 of 3153

parking, walls, site lighting, landscaping and automatic irrigation installed and in good condition.

Landscaping

60. Soil Management Plan. The applicant shall submit a Soil Management Plan (Report) to the Community Development Department before the Landscape Installation Inspection. The report can be sent in electronically. Information on the contents of the report can be found in the County of Riverside Guide to California Friendly Landscaping page 16, #7, “What is required in a Soil Management Plan?”

61. Landscaping. All landscape planting and irrigation shall be installed and inspected in accordance with approved exhibits and Menifee Municipal Code.

62. Processing Fees. Prior to issuance of occupancy/final inspections, the Community Development Department shall determine if the deposit-based fees for the project are in a negative balance. If so, any outstanding fees shall be paid by the applicant.

Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1719
Menifee Mayor and City Council
July 15, 2026
Page
2349 of 3153

Section II:

Engineering Department
Conditions of Approval
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1720
Menifee Mayor and City Council
July 15, 2026
Page
2350 of 3153

The following are the Public Works / Engineering Department Conditions of Approval for this project which shall be satisfied at no cost to the City or any other Government Agency. All questions regarding the intent of the following conditions shall be referred to the Public Works Engineering Department, Land Development Section. The developer / property owner shall use the standards and design criteria stated in the following conditions and shall comply with all applicable City of Menifee standards and ordinances. Should a conflict arise between City of Menifee standards and design criteria, and any other standards and design criteria, those of the City of Menifee shall prevail.

PLN22-0190 Trumble and Watson Warehouse is a proposed Industrial Development. The project is not phased; therefore, all public improvements will be required in one construction phase prior to any issuance of occupancies. If the developer chooses to phase the subdivision map, the phasing of the public improvements will be considered, and the applicable conditions will be updated.

It is understood that the site plan must correctly show acceptable centerline elevations, all existing easements, traveled ways, cross sections, and drainage courses with appropriate drainage flows.

Any omission or unacceptability may require the site plan to be resubmitted for further consideration. If there is a conflict between what is shown on thesite plan and these conditions, these conditions will supersede what is shown on the site plan and any attachments to the site plan, including other plans or exhibits. All questions regarding the true meaning of these conditions shall be referred to the Public Works / Engineering Department. Engineering Design exceptions to City design standards and policies must be specifically requested in writing and approved by City Engineer/PW Director. Any design exceptions shown on the site plan and associated engineering documents that are not specifically requested shall be redesigned to meet city standards.

1. Property Line Adjustments- The project is proposing adjustments to the existing property lines and merging of existing parcels for the purposes of this development. Prior to any building permit issuance, or grading permit issuance, these parcel lines must be adjusted via map or other acceptable surveying document, as approved by the City Engineer / Public Works Director.

2. Drainage Study – The following report was reviewed and approved by the City:
a.Preliminary Hydrology Calculations for Lovett 215 APNs: 329-240-046, -048, and -051 prepared by Thienes Engineering, Inc., dated March 15, 2024. Revised August 7, 2025 The project shall comply with all mitigation recommended by the approved drainage study, and in accordance with City Standards. The design of drainage facilities will need to be revised if it does not adhere to City Standards.

Two copies of a final drainage study (also referred to as Hydrology/Hydraulics Report) shall be submitted to the City for review and approval. The study shall analyze at a minimum the following: project site drainage flow; all future improvements drainage flow; Q10, Q100, pre- and post- condition flow rates; anticipated total drainage flow into existing storm drain; and existing storm drain capacity. A fee for review of the Drainage Study shall be paid to the City, the amount of which shall be determined by City at first submittal of report.

Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1721
Menifee Mayor and City Council
July 15, 2026
Page
2351 of 3153

b. The proposed hydrology for the project site utilizes ponding in the east of the site. The following conditions apply and shall be required prior to approval of the Final Drainage Report:
a. The final design shall insure that the ponding area kept free of the truck docks and any location where any worker/pedestrians shall be walking. b. A covenant shall be recorded to proposed property insuring that any and all future owners/tenants of the site shall be fully aware of the proposed system and the maintenance and hindrances that come as a result of the design

2. Final Project Specific Water Quality Management Plan (Final WQMP). The following report was reviewed and approved by the City:
a. Preliminary Project Specific Water Quality Management Plan, Menifee Trumble Road DEV2022-019 WQ-0305, prepared by Thienes Engineering, Inc., dated June 24, 2024 Revised September 18, 2024.

Prior to issuance of a grading permit, a FINAL project specific WQMP in substantial conformance with the approved PRELIMINARY WQMP, shall be reviewed and approved by the Public Works Engineering Department. Final construction plans shall incorporate all the structural BMPs identified in the approved FINAL WQMP. The final developed project shall implement all structural and non-structural BMPs specified in the approved FINAL WQMP.

One copy of the approved FINAL WQMP on a CD-ROM in pdf format shall be submitted to the Public Works Engineering Department. The FINAL WQMP submittal shall include at the minimum the following reports/studies:
a) Hydrology/hydraulics report
b) Soils Report that includes soil infiltration capacity c) Limited Phase II Environmental Site Assessment Report, as may be required by an approved Phase I ESA Report
Final construction plans shall incorporate all the structural BMPs identified in the approved FINAL WQMP. The final developed project shall implement all structural and non-structural BMPs specified in the approved FINAL WQMP. One copy of the approved FINAL WQMP on a CD-ROM in pdf format shall be submitted to the Public Works Engineering Department.

3. Geotechnical Report – The following documentation was reviewed and approved by the City:

Updated Geotechnical Recommendations for Proposed Industrial Development 25630 Trumble Road, Menifee CA Project No. 17172-02, prepared by LGC Geotechnical, Inc., Inc., dated May 17, 2022.

Two copies of City-approved geotechnical/soils report, no more than three (3) years from date of application for grading permit, shall be provided to the City Public Works / Engineering Department with initial submittal of a grading plan. If there is no approved report and/or said report is past three (3) years from date of application, a new geotechnical/soils report and/or update letter, respectively, shall be prepared and submitted to City for review and approval.

The geotechnical/soils, compaction and inspection reports will be reviewed in conformance with the latest edition of the Riverside County Technical Guidelines for Review of Geotechnical Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1722
Menifee Mayor and City Council
July 15, 2026
Page
2352 of 3153

and Geologic Reports. A fee for review of the geotechnical/soils report and/or update letter shall be paid to the City, the amount of which shall be determined by the City at the first submittal of the report.

Geotechnical Report - A geotechnical/soils report was submitted to the City and reviewed by staff. The geotechnical/soil report was reviewed in conformance with the latest edition of the Riverside County Technical Guidelines for Review of Geotechnical and Geologic Reports.

Prior to issuance of any grading permit, two copies of the City approved geotechnical/soils report shall be submitted to the Public Works Engineering Department. The developer/property owner shall comply with the recommendations of the report, and City standards and specifications. All grading shall be done in conformance with the recommendations of the report, and under the general direction of a licensed geotechnical engineer. An updated report may be required if deemed necessary by the Public Works Director prior to the issuance of any grading permit.

4. Off-Site Dedications - Prior to the approval of any improvement plans and the commencement of any construction associated with the development, the Developer shall be responsible for obtaining all necessary dedications of rights-of-way for offsite infrastructure improvements, right-of-entry for offsite grading, and easements for ingress, egress, drainage, utilities and other legal requirements for impacts associated with the development of this project, as determined and directed by the City Engineer. If the Developer cannot acquire a property interest in property required for off-site improvements, Government Code § 66462.5 shall apply and the City retains the right to:
a. The Developer shall enter into an agreement to complete the improvements pursuant to Government Code § 66462 at such time as the City acquires an interest in the land that will permit the improvement to be made. b. The Developer shall pay all costs associated with acquiring the offsite real property interests required in connection with the development.

5. Trumble Road and Watson Road Dedication. The developer / property owner shall dedicate the necessary Trumble Road (Consistent with City of Menifee Standard 112 for Industrial Collector per City Circulation Element) and Watson Road Trumble Road (Consistent with City of Menifee Standard 112 for Industrial Collector per City Circulation Element) right of way fronting the development on a recorded map or through another acceptable recordable instrument prior to issuance of any building permit.

6. Traffic Study Report – The following report was reviewed and approved by the City:

Trumble Road and Watson Road Warehouse Traffic Study, prepared by Translutions, inc., dated June 27, 2025.

The Public Works Department – Traffic Engineering Division has reviewed the Traffic Study and has generally concurred with its findings. The developer/property owner shall be responsible for all improvements and mitigations, required or identified in the approved traffic study and according to these Conditions of Approval, such as but not limited to right-of-way frontage improvements, traffic signal construction or modification, and fair share fees. All required improvements and mitigation measures identified in the study shall be included in all improvement plans for review and approval by the Public Works Department. Improvements identified in the Traffic Study are the absolute minimums recommend by the consultant traffic engineer. The City Engineer/PW Director may require traffic or street improvements beyond Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1723
Menifee Mayor and City Council
July 15, 2026
Page
2353 of 3153

those identified in said study to address public safety and welfare, or to construct improvements eligible for DIF credits or reimbursement that front the project, as determined by the Public Works Director / City Engineer.

7. Reconstruction or Resurfacing of Trumble Road – The Public Works Director / City Engineer may consider reconstruction or resurfacing of Trumble Road paving fronting the development to meet existing conditions, provided the road is found to meet the minimum City standards for pavement conditions at the time of project construction. If it is determined during project construction that the existing road is found to be substandard, then the Public Works Director / City Engineer will require the developer / property owner to provide full reconstruction as provided for in these conditions of approval. The existing pavement shall be cored during project construction to confirm the structural section, and any findings shall be incorporated into project design. The Public Works Director / City Engineer shall have the final approval for all road conditions.

8. Signing and Striping – A signing and striping plan for Trumble Road and Watson Road is required for this project along the project frontage and off-site transitions to existing striping.

The applicant shall be responsible for any additional paving and/or striping removal caused by the striping plan. The Signing and Striping Plan shall be approved by the City Engineer in accordance with City ordinances, standards, and specifications, and with the latest edition of the CAMUTCD. The Signing and striping plans shall be designed to accommodate the following turning movements:
a. Northern Driveway – The proposed northern driveway shall meet the following conditions of approval:
i. Driveway Radii – Northern radius of the curb return shall be 15’, with the southern radius be constructed to a 50’ radius to accommodate truck turning movements and circulation.
ii. Circulation – The northern driveway is proposed as full access, utilizing a two- way turn painted median along Trumble. However note that Truck Traffic shall be restricted to right-in, left-out movements only, as the Traffic Study does not propose utilizing Watson Road/HWY 74 for Truck Circulation b. Southern Driveway – The proposed southern driveway shall meet the following conditions of approval:
i. Driveway Radii - Northern radius of the curb return shall be 15’, with the southern radius be constructed to a 50’ radius to accommodate truck turning movements and circulation
ii. Circulation – The southern driveway is proposed as full access, utilizing a two- way turn painted median along Trumble. However note that Truck Traffic shall be restricted to right-in, left-out movements only, as the Traffic Study does not propose utilizing Watson Road/HWY 74 for Truck Circulation

9. Construction of Street and Wet Utility Improvements – The developer / property owner shall design and construct the following improvements:
Frontage Improvements - Construct all street, storm, sewer, street lights, water, and wall improvements to public agency engineering standards. All infrastructure improvements shall adhere to public agency standards, unless otherwise approved by City Engineer/PW Director.

Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1724
Menifee Mayor and City Council
July 15, 2026
Page
2354 of 3153

Trumble Road Frontage Improvements – The developer / property owner shall construct Trumble Road to its ultimate half-width plus 12 feet per City Standards along its entire project frontage as determined by the City Engineer. Trumble road is classified as an Industrial Collector Roadway per the City’s Circulation Element.

The required improvements shall include the construction of appropriate pavement transitions from the new improvements to existing improvements beyond the project frontage. The design of the transitions shall be in accordance with the CA Highway Design Manual, finalized during review of final construction drawings, and approved by the Public Works Director / City Engineer.

10. Trumble Road Drainage Improvements – The proposed project’s drainage system is dependent upon storm drain infrastructure that shall be constructed by this project. The system shall convey drainage from the site south along Trumble Road, to Illinois Avenue and ultimately discharging at the Caltrans ROW, consistent with existing storm drain infrastructure.

The following conditions apply
a. On Storm Drains- The storm drains located on site shall be maintained by the Property Owner, and meet the following Conditions:
i. Storm Drain shall be adequately sized to convey the flow consistent with the ultimate Final Drainage Study, to be approved by the City Engineer / Public Works Director
ii. The proposed drainage system utilizes a “bubble up” system to accommodate the depth issues in the system. While typically would function without, the developer / property owner shall install and maintain a pump system at the low point of the internal storm drain to provide adequate conveyance and avoid sediment build up. Adequate funding for maintenance of the pump system shall be outlined in the project’s drainage covenant, as approved by the Public Works Director / City Engineer. b. Offsite Storm Drains – The storm drains located off site shall be maintained by the City of Menifee within the Menifee City limits. However, much of the proposed system falls within the City of Perris. The following conditions apply:
i. The storm drain system shall be maintained by the City of Perris within it’s city limits. The Developer / property owner shall be required to obtain any and all necessary encroachment permits, construction permits, agreements, etc. required by the City of Perris prior to construction of said storm drain improvements
ii. The proposed storm drain system proposes connecting to existing Caltrans infrastructure at the west end of Illinois Avenue. The Developer / Property Owner shall be required to obtain any and all necessary encroachment permits, construction permits, agreements etc. required by Caltrans for this connection and outlet into their facilities.

11. Watson Road Offsite Improvements – In order to obtain the necessary secondary access needed for the project, the developer / property owner shall improve Watson Road from Trumble Road to connect to HWY 74, improved to an Industrial Collector Roadway per the City’s Circulation Element
a. The proposed improvements as shown will tie into the current end of existing AC pavements located at the existing railroad tracks. Project must obtain any necessary permits, approvals and/or documentation from California Public Utilities Commission and Riverside County Transportation Commission associated with Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1725
Menifee Mayor and City Council
July 15, 2026
Page
2355 of 3153

this connection. The developer / property owner shall coordinate with these agencies to identify any additional requirements.

12. Fair Share Cost Participation for Off-site Improvements – The developer / property owner shall pay fair share costs for off-site improvements as detailed in the Traffic Study and identified below prior to issuance of a certificate of occupancy. The fair share cost estimates shall be based on conceptual exhibits prepared for the developer, signed and stamped by a licensed civil engineer, reviewed and approved by the Public Works Director / City Engineer prior to building permit issuance. These fair shares are determined as follows:
a. Trumble Road & Ethanac Road– The developer / property owner shall contribute a fair share construction cost of 2.71% towards the following improvements. a. One Eastbound Through Lane
b. One Westbound Through Lane
c. One Westbound Right Turn Lane
d. One Northbound Left Turn Lane
e. One Northbound Right Turn Lane
f. One Southbound Right Turn Lane

13. Area Drainage Plan Fees – The project falls within the Homeland/Romoland Line A Zone 4 of the Riverside County Flood Control Area Drainage Plan. The Developer / Property Owner shall pay the associated ADP fees prior to Certificate of Occupancy.

14. Landscaping on Trumble Road - The parkway areas within the public right-of-way or landscape easements fronting the entire property along Trumble Road, shall be landscaped and irrigated per City standards and guidelines. These areas shall be maintained by the CFD.

General Conditions

15. All required public improvements must be constructed and accepted by the City prior to issuance of the first and any subsequent certificate of occupancy, unless approved by City Engineer/Public Works Director.

16. Engineering Design exceptions to City design standards and policies must be specifically requested in writing and approved by City Engineer/PW Director. Any design exceptions shown on site plan and associated engineering documents that are not specifically requested are not approved.

17. The developer is responsible to furnish & install one 2” and one 3” conduit for traffic signal interconnect and broadband purposes, per City of Menifee Standard Detail 1005, along all circulation element roads and intersections.

18. Subdivision Map Act – The developer / property owner shall comply with the State of California Subdivision Map Act and all other laws, ordinances, and regulations pertaining to the subdivision of land.

19. Mylars – All improvement plans and grading plans shall be drawn on twenty-four (24) inch by thirty-six (36) inch Mylar and signed by a licensed civil engineer and/or other registered/licensed professional as authorized by State law.

Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1726
Menifee Mayor and City Council
July 15, 2026
Page
2356 of 3153

20.Guarantee for Required Improvements. Prior to grading permit issuance, construction permit issuance, and/or building permit issuance, financial security or bonds shall be provided to guarantee the construction of all required improvements associated with each phase of construction, per the City’s municipal code.

21. The Public Works Director may require the dedication and construction of necessary utilities, streets, or other improvements outside the area of the site plan if the improvements are needed for circulation, drainage, parking, and access or for the welfare and safety of the public.

22.Bond Replacement, Reduction, and Releases - All requests for bond replacements (such as in changes of property ownerships), reductions (such as in partial completion of improvements), releases (such as in completion of improvements), shall conform to City policies, standards, and applicable City ordinances. It shall be the responsibility of the developer / property owner to notify the City in time when any of these bond changes are necessary. The City shall review all changes in Bond Agreements and the accompanying bonds or security.

23.Existing and Proposed Easements - The final grading plan and improvement plans shall correctly show all existing easements, traveled ways, drainage courses, and encumbrances. Any omission or misrepresentation of these documents may require said plan to be resubmitted for further consideration.

24.Engineered Plans - All improvement plans, and grading plans shall be drawn on twenty- four (24) inches by thirty-six (36) inch Mylar and signed by a licensed civil engineer or other registered/licensed professional as required.

25.Plan Check Submittals – Appropriate plan check submittal forms shall be completed and submittal check list provided that includes required plan copies, necessary studies / reports, references, fees, deposits, etc. Prior to final approval of improvement plans by the Public Works / Engineering Department, the developer / property owner shall submit to the Public Works / Engineering Department CAD layers of all improvements to be maintained by the City (pavement, sidewalk, streetlights, etc.). A scanned image of all final approved grading and improvement plans on a Universal Serial Bus (USB) drive, also known as a “flash” drive or “thumb” drive, shall be submitted to the Public Works / Engineering Department, in one of the following formats: (a) Auto CAD DXF, (b) GIS shapefile (made up of ESRI extensions .shp, .shx and .dbf) or (c) Geodatabase (made up of ESRI extension .gdb). CAD files created with the latest version shall only be accepted if approved by the Public Works Director / City Engineer. GIS and ACAD files 2004 or later are required for all final maps upon approval.

26.Plan Approvals – Improvement plans and grading plans shall be submitted with necessary supporting documentation and technical studies (hydrology, hydraulics, traffic impact analysis, geotechnical studies, etc.) to the Public Works / Engineering Department for review and approval. All submittals shall be signed and date stamped by the Engineer of Record. The plans must receive Public Works / Engineering Department approval prior to issuance of any construction permit, grading permit, or building permits as applicable and as determined by the Public Works Director / City Engineer. All submittals shall include a completed City Fee or Deposit Based Worksheet and the appropriate plan check. For improvements proposed to be owned and maintained by the Riverside County Flood Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1727
Menifee Mayor and City Council
July 15, 2026
Page
2357 of 3153

Control and Water Conservation District, improvement plans must receive district approval prior to Building permit issuance or as determined by the District.

All required improvement plans and grading plans must be approved by the Public Works Engineering Department prior to building permit issuance for which the improvements are required, or prior to issuance of any construction and/or grading permit, whichever comes first and as determined by the PW Director. Supporting City approved studies including, but not limited to, hydrologic and hydraulic studies and traffic studies must be provided prior to approval of plans. All required CFD landscape plans must be approved prior to building permit issuance.

27.As-Built Plans – Upon completion of all required improvements, the developer/property owner shall cause the civil engineer of record to as-built all project plans, and submit project base line of work for all layers on a USB drive to the Public Works / Engineering Department, in one of the following formats: (a) Auto CAD DXF, (b) GIS shapefile (made up of ESRI extensions .shp, .shx and .dbf) or (c) Geodatabase (made up of ESRI extension .gdb). The timing for submitting the as-built plans shall be as determined by the Public Works Director / City Engineer.

28.Construction Times of Operation. The developer / property owner shall monitor, supervise, and control all construction and construction related activities to prevent them from causing a public nuisance including, but not limited to, strict adherence to the following:
a. Construction activities shall comply with City of Menifee ordinances relating to construction noise. Any construction within the City limits located 1/4 of a mile from an occupied residence shall be permitted Monday through Saturday, except on nationally recognized holidays, 7:00 a.m. to 7:00 p.m. in accordance with Municipal Code Section

8.01.020. There shall be no construction permitted on Sunday or nationally recognized holidays unless prior approval is obtained from the City Building Official or City Engineer.
b. Removal of spoils, debris, or other construction materials deposited on any public street no later than the end of each working day.
c. The construction site shall accommodate the parking of all motor vehicles used by persons working at or providing deliveries to the site. Violation of any condition or restriction or prohibition set forth in these conditions shall subject the owner, applicant to remedies as set forth in the City Municipal Code. In addition, the Public Works Director / City Engineer or the Building Official may suspend all construction related activities for violation of any condition, restriction or prohibition set forth in these conditions until such a time it has been determined that all operations and activities are in conformance with these conditions.
d. A Pre-Construction meeting is mandatory with the City’s Public Works Inspection team prior to permit issuance and the start of any construction activities for this site.

29.Dry Utility Installations - Electrical power, telephone, communication, traffic signal, street lighting, and cable television conduits and lines shall be placed underground in accordance with current City Ordinances 460 and 461, and as approved by the Public Works Director / City Engineer. This applies also to existing overhead lines which are 33.6 kilovolts or below along the project frontage and within the project boundaries. In cases where 33.6kV or below lines are collocated with high voltage lines (for example, 115kV), the low voltage lines shall be placed underground even when the high voltage lines are Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1728
Menifee Mayor and City Council
July 15, 2026
Page
2358 of 3153

exempt from relocation or undergrounding in accordance with City standards and ordinances. Exemption from undergrounding low voltage lines shall only be by the Public Works Director / City Engineer or as directed by the City Council.

30. All grading activities shall conform to the latest adopted edition of the California Building Code, City Grading Ordinance, Chapter 8.26, applicable City design standards and specifications, City ordinances, policies, rules and regulations governing grading in the City.

31.Regulations and Ordinance on Grading Within the City – In addition to compliance with City Chapter 8.26, grading activities shall also conform to the latest edition of the California Building Code, City General Plan, other City Ordinances, City design standards and specifications and all other relevant laws, rules and regulations governing grading in the City of Menifee. Prior to commencing any grading, clearing, grubbing or any topsoil disturbances, the applicant shall obtain a grading permit from the Public Works / Engineering Department. Grading activities that are exempt from a grading permit as outlined by the City ordinance may still require a grading permit by the Public Works Director / City Engineer when deemed necessary to prevent the potential for adverse impacts upon drainage, sensitive environmental features, or to protect property, health safety, and welfare.

32.Dust Control – All necessary measures to control dust shall be implemented by the developer during grading. Fugitive dust shall be controlled in accordance with Rule 403 of the California Air Quality Control Board.

33.2:1 Maximum Slope - Graded slopes shall be limited to a maximum steepness ratio of 2:1 (horizontal to vertical) unless otherwise approved by the Public Works / Engineering Department.

34.Slope Setbacks – Observe slope setbacks from buildings and property lines per the California Building Code and City ordinance on grading.

35.Slope Landscaping and Irrigation – All slopes greater than or equal to 3 feet in vertical height shall be irrigated and landscaped with grass or ground cover. All manufactured slopes shall be irrigated and landscaped with grass or approved ground cover, and shall have some type of drainage swale at the toe of the slope to collect runoff. Slopes exceeding 15 feet in vertical height shall be irrigated and planted with shrubs and/or trees per City Grading Ordinance Chapter 8.26. Drip irrigation shall be used for all irrigated slopes.

36.Slope Erosion Control Plan - Erosion control and/or landscape plans are required for manufactured slopes greater than 3 feet in vertical height. The plans shall be prepared and signed by a licensed landscape architect and bonded per applicable City ordinances.

37.Slope Stability Report – A slope stability report shall be submitted to the Public Works / Engineering Department for all proposed cut and fill slopes steeper than 2:1 (horizontal:vertical) or over 20 feet in vertical height, unless addressed in a previously city approved report.

Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1729
Menifee Mayor and City Council
July 15, 2026
Page
2359 of 3153

38.Erosion Control Plans – All grading plans shall require erosion control plans prior to approval. Temporary erosion control measures shall be implemented immediately following rough grading to prevent deposition of debris onto downstream properties or drainage facilities. Plans showing erosion control measures may be included as part of the grading plans or submitted as a separate set of plans for city review and approval.

Graded but undeveloped land shall provide, in addition to erosion control planting, any drainage facilities deemed necessary to control or prevent erosion. Erosion and sediment control BMPs are required year-round in compliance with all applicable City of Menifee Standards and Ordinances and the National Pollutant Discharge Elimination System (NPDES) Municipal Separate Storm Sewer System (MS4) Permit from the California State Water Resources Control Board (SWRCB). Additional Erosion protection may be required during the rainy season.

39.Water Quality Management Plan (WQMP) - All grading plans shall require an approved copy of the Water Quality Management Plan sheet per the approved WQMP, executed report. The developer / property owner shall comply with the requirements of the WQMP report, the NPDES municipal permit in force, and City standards and specifications.

40.Design Grade Criteria – Onsite parking areas shall be designed in accordance with the current version of City of Menifee Standards and Specifications. Non-compliance may require a redesign of the project. Significant redesigns may require a revised Plot Plan. a) On-Site Parking – Where onsite parking is designed, such as in common areas, parking stalls and driveways shall not have grade breaks exceeding 4%. A 50’ minimum vertical curve shall be provided where grade breaks exceed 4%. Five percent grade is the maximum slope for any parking area. Where ADA requirement applies, ADA requirement shall prevail.
b) Down Drains - Concrete down drains that outlet onto parking lot areas are not allowed. Drainage that has been collected in concrete ditches or swales should be collected into receiving underground drainage system, or should outlet with acceptable velocity reducers into BMP devises.
c) Pavement - Permeable pavement requires the layers of filter material to be installed relatively flat. As such, the permeable pavement areas should have a maximum surface gradient of 2%,or approved by the PW Director/City Engineer.

41.Drainage Grade - Minimum drainage design grade shall be 1% except on Portland cement concrete surfaces where 0.35% shall be the minimum. The engineer of record must submit a variance request for design grades less than 1% with a justification for a lesser grade.

42.Finish Grade – Shall be sloped to provide proper drainage away from all exterior foundation walls in accordance with City of Menifee Standard Plan 300.

43.Use of Maximum and Minimum Grade Criteria – Actual field construction grades shall not exceed the minimum and maximum grades for ADA and approved project grading design, to allow for construction tolerances. Any improvement that is out of the minimum and maximum values will not be accepted by the City Inspector and will need to be removed and replaced at developer’s or owner’s expense.

Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1730
Menifee Mayor and City Council
July 15, 2026
Page
2360 of 3153

44.Licensed Geotechnical Engineer - A California licensed Geotechnical Engineer shall perform final determination of the foundation characteristics of soils within on-site development areas, and per the approved geotechnical report reviewed and approved by the City.

45.Retaining Walls – Sections, which propose retaining walls, will require separate permits.

They shall be obtained prior to issuance of any other building permits – unless otherwise approved by the Building Official and/or the Public Works Director / City Engineer. The walls shall be designed by a licensed civil engineer and conform to City Standards. The plans shall include plan and profiles sheets.

46.Trash Racks: Trash Racks shall be installed at all inlet structures that collect runoff from open areas with potential for large, floatable debris.

47.Drainage Runoff Emergency Escape. An emergency escape path shall be provided for the stormwater runoff at all inlets for the proposed underground facilities in the event that the inlets become blocked in any way. To prevent flood damage to the proposed structures, all proposed structures in the vicinity of the inlets and along the emergency escape path shall be protected from flooding by either properly elevating the finished floor in relation to the inlets and flow path or by making sure the structures are set back from the inlets to provide adequate flow through area in the event the emergency escape of the stormwater runoff is necessary.

48.Riverside County Flood Control and Water Conservation District (RCFCWCD) Encroachment Permit Required. An Encroachment Permit Is required for any work within District right of way or any connection to District facilities. The Encroachment Permit application shall be processed and approved concurrently with the improvement plans.

49.RCFCWCD Submittal of Plans. A copy of the project specific WQMP, improvement plans, grading plans, BMP improvement plans and any other necessary documentation along with supporting hydrologic and hydraulic calculations (drainage report) shall be submitted to the District as reference material for the review and approval of the final drainage report and storm drain plans that propose construction of storm drain facilities that will be owned and maintained by the District.

50.Grading Permit for Clearing and Grubbing – City ordinance on grading requires a grading permit prior to clearing, grubbing, or any topsoil disturbances related to construction grading activities.

51.Compliance with NPDES General Construction Permit – The developer/property owner shall comply with the National Pollutant Discharge Elimination System (NPDES) General Construction Permit (GCP) from the State Water Resource Control Board (SWRCB). This is in addition to the Munnicipal permit governing design, WQMPs, and permanent BMPs.

Prior to approval of the grading plans or issuance of any grading permit, the developer/property owner shall obtain a GCP from the SWRCB. Proof of filing a Notice of Intent (NOI) and monitoring plan, shall be submitted to the City; and the WDID number issued by the SWRCB shall be reflected on all grading plans prior to approval of the plans.

For additional information on how to obtain a GCP, contact the SWRCB.

Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1731
Menifee Mayor and City Council
July 15, 2026
Page
2361 of 3153

52.SWPPP - Prior to approval of the grading plans, the developer/property owner shall prepare a Storm Water Pollution Prevention Plan (SWPPP) for the development. The developer/property owner shall be responsible for uploading the SWPPP into the State’s SMARTS database system and shall ensure that the SWPPP is updated to constantly reflect the actual construction status of the site. A copy of the SWPPP shall be made available at the construction site at all times until construction is completed. The SWRCB considers a construction project complete once a Notice of Termination has been issued by SWRCB. The City will require submittal of NOTs for requests to fully release associated grading bonds.

53.SWPPP for Inactive Sites – The developer/property owner shall be responsible for ensuring that any graded area that is left inactive for a long period of time has appropriate SWPPP BMPs in place and in good working conditions at all times until construction is completed and the Regional Board has issued a Notice of Termination (NOT) for the development.

54.Import/Export – In instances where a grading plan involves import or export, prior to obtaining a grading permit, the developer/property owner shall have obtained approval for the import/export location from the Public Works / Engineering Department. If an Environmental Assessment did not previously approve either location, a Grading Environmental Assessment shall be submitted to the Planning Director for review and comment and to the Public Works Director / City Engineer for approval. Additionally, if the movement of import/export occurs using City roads, review, and approval of the haul routes by the Public Works / Engineering Department will be required. Import or export materials shall conform to the requirements of Chapter 8.26.

55.Offsite Grading Easements - Prior to building permit issuance, or the issuance of a grading permit within a phased map whichever occurs first, the developer/property owner shall obtain all required easements and/or permissions to perform offsite grading, from affected land owners. Notarized and recorded agreement or documents authorizing the offsite grading shall be submitted to the Public Works Engineering Department.

56.Offsite Property and Right of Way – The developer / property owner shall be responsible for acquiring any offsite real property interests that may be required in connection with the development project. Prior to building permit issuance, or the issuance of grading permit, whichever occurs first, the developer shall obtain all required ROW, easements and / or permissions to perform offsite grading, from all affected landowners.

57.Increased Runoff Criteria. The development of this site would increase peak flow rates on downstream properties. Mitigation shall be required to offset such impacts. An increased runoff basin should be shown on the exhibit and calculations supporting the size of the basin shall be submitted to the District and the City for review. The entire area of proposed development will be routed through a detention facility(s) to mitigate increased runoff. All basins must have positive drainage; dead storage basins shall not be acceptable.

A complete drainage study including, but not limited to, hydrologic and hydraulic calculations for the proposed detention basin shall be submitted to the City for review and approval. For design purposes, the proposed detention basin shall be sized using the 6- Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1732
Menifee Mayor and City Council
July 15, 2026
Page
2362 of 3153

hour/100-year frequency storm event. Detention basin(s) and outlet(s) sizing will ensure that this storm event does not produce higher peak discharge in the "after" condition than in the "before" condition. For the 100-year event, an AMC II shall be used together with a constant loss rate.

Low Loss rates will be determined using the following:
i. Undeveloped Condition --> LOW LOSS = 90%
ii. Developed Condition --> LOW LOSS = .9 - (.8x%IMPERVIOUS) iii. Basin Site --> LOW LOSS = 10%
Where possible and feasible the onsite flows should be mitigated before combining with offsite flows to minimize the size of the detention facility required. If it is necessary to combine offsite and onsite flows into a detention facility two separate conditions should be evaluated for each duration/return period/before-after development combination studied; the first for the total tributary area (offsite plus onsite), and the second for the area to be developed alone (onsite). It must be clearly demonstrated that there is no increase in peak flow rates under either condition (total tributary area or onsite alone), for each of the return period/duration combinations required to be evaluated. A single plot showing the pre-developed, post-developed and routed hydrographs for each storm considered, shall be included with the submittal of the hydrology study.

No outlet pipe(s) will be less than 18" in diameter. Where necessary an orifice plate may be used to restrict outflow rates. Appropriate trash racks shall be provided for all outlets less than 48" in diameter.

The basin(s) and outlet structure(s) must be capable of passing the 100-year storm without damage to the facility. Mitigation basins should be designed for joint use and be incorporated into open space or park areas. Side slopes should be no steeper than 4: 1 and depths should be minimized where public access is uncontrolled.

Mitigation basins should be designed for joint use and m a y be incorporated into open space or park areas. Side slopes should be not steeper than 4: I and depths should be minimized where public access is uncontrolled.

A viable maintenance mechanism, acceptable to the City should be provided for any flood control facilities to be owned and maintained by the City. Any facilities proposed to be owned by the District, should be provided with a viable maintenance mechanism acceptable to the City and the District. For the City this would be the citywide CFD.

Facilities to remain private shall be maintained by commercial property owners association or homeowners associations.

58.Site Drainage - Positive drainage of the site shall be provided, and water shall not be allowed to pond behind or flow over cut and fill slopes. Where water is collected and discharged in a common area, protection of the native soils shall be provided by planting erosion resistant vegetation, as the native soils are susceptible to erosion by running water. All cut and fill slopes shall have a maximum 2:1 (H:V) grade, 2 horizontal to 1 vertical.

Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1733
Menifee Mayor and City Council
July 15, 2026
Page
2363 of 3153

59. Alteration of Drainage Patterns – Prior to grading permit issuance or approval of improvement plans, the final engineering plans submitted by the applicant shall address the following: The project drainage system shall be designed to accept and properly convey all on- and off-site drainage flowing on or through the site. The project drainage system design shall protect downstream properties from any damage caused by alteration of drainage patterns such as concentration or diversion of flow. Concentrated drainage on commercial lots shall be diverted through parkway drains under sidewalks.

60. FEMA Flood Zone Requirements – In the event where the project falls within a FEMA Floodplain (Zones A, V, A99) / Regulatory Floodway (Zone AE, AO, AH, VE, AR), the project shall be required to either process a CLOMR/LOMR or a “No Rise Certificate”. If applicable, CLOMR / “No Rise Certificate” shall be required to be approved prior to grading permit issuance, and the LOMR shall be required to be approved prior to building permit issuance.

61. 100 Year Storm- The 100-year storm flow shall be contained within the street top of curb.

62. 100 Year Drainage Facilities - All drainage facilities shall be designed to accommodate 100-year storm flows as approved by the City of Menifee Public Works / Engineering Department.

63. 100 Year Design Criteria - In final engineering and prior to grading permit issuance, subsurface storage systems shall be designed with emergency overflow inlets to mitigate flows in excess of the 100-year storm event in a controlled manner to the satisfaction of the Public Works / Engineering Department.

64. 100 Year Sump Outlet - Drainage facilities outletting sump conditions shall be designed to convey the tributary 100-year storm flows. Additional emergency escape shall also be provided.

65. Coordinate Drainage Design: Development of this property shall be coordinated with the development of adjacent properties to ensure that watercourses remain unobstructed, and stormwaters are not diverted from one watershed to another. This may require the construction of temporary drainage facilities or offsite construction and grading. A drainage easement shall be obtained from the affected property owners for the release of concentrated or diverted storm flows. A copy of the recorded drainage easement shall be submitted to the PW Engineering Department for review.

66. Comingling of Flows. Site restrictions may require the comingling of onsite and offsite flows. A treatment device approved by the City of Menifee Public Works Director shall be utilized to pretreat the flows before entering private facilities. The WQMP will need to show these catch basin inserts. This comingling of flows and the easement shall also be clarified in the CC&Rs for the project. If site restrains and existing conditions require said comingling, it will be the obligation of the private to accept this water and maintain the system, as well as performing maintenance on the associated filter inserts. The developer shall provide a storm drain and flowage easement, or other applicable document approved by the city of Menifee, providing the right of the city to drain onto the private property.

67. Interceptor Drain Criteria/Guidelines: The criteria for maintenance access of terrace/interceptor is as follows: flows between 1-5 cfs shall have a 5-foot wide access road, flows between 6-10 cfs shall be a minimum 6-foot rectangular channel.

Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1734
Menifee Mayor and City Council
July 15, 2026
Page
2364 of 3153

Terrace/interceptor drains are unacceptable for flows greater than 10 cfs. Flows greater than 10 cfs shall be brought to the street. These guidelines may be modified by the City Engineer/PW Director.

68. BMP – Energy Dissipators: Energy Dissipators, such as rip-rap, shall be installed at the outlet of a storm drain system that discharges runoff flows into a natural channel or an unmaintained facility. The dissipators shall be designed to minimize the amount of erosion downstream of the storm drain outlet.

69. Trash Racks – Trash Racks shall be installed at all inlet structures that collect runoff from open areas with potential for large, floatable debris.

70. Perpetuate Drainage Patterns. The property's street and lot grading shall be designed in a manner that perpetuates the existing natural drainage patterns with respect to tributary drainage areas, outlet points and outlet conditions. Otherwise, a drainage easement shall be obtained from the affected property owners for the release of concentrated or diverted storm flows. A copy of the recorded drainage easement shall be submitted to the City for review and approval.

71. Perpetual Drainage Patterns (Easements) - Grading shall be designed in a manner that perpetuates the existing natural drainage patterns and conditions with respect to tributary drainage areas and outlet points. Where these conditions are not preserved, necessary drainage easements shall be obtained from all affected property owners for the release onto their properties of concentrated or diverted storm flows. A copy of the recorded drainage easement shall be submitted to the PW Engineering Department for review.

72.Protection of Downstream Properties - The developer/property owner shall protect downstream properties from damages that can be caused by alteration of natural drainage patterns, i.e., concentration or diversion of flow. Protection shall be provided by constructing adequate drainage facilities including enlarging existing facilities and securing necessary drainage easements.

73. Storm Drain Lines 36” and larger - All proposed storm drain lines greater than 36" in diameter may be considered for ownership and maintenance by the Flood Control District. The applicant shall enter into a cooperative agreement with the Flood Control District regarding the terms of the design, construction and operation of facilities proposed for ownership by the Flood Control District.

74.No Building Permit without Legal Lot – Prior to issuance of any building permit, the developer / property owner shall ensure that the underlying parcels for such buildings are complying with City Ordinances, Codes, and the Subdivision Map Act.

75.No Building Permit without Grading Permit - Prior to issuance of any building permit for any new structure or appurtenance, the developer/property owner shall obtain a grading permit and/or approval to construct from the Public Works Engineering Department.

76.Final Rough Grading Conditions – Prior to issuance of each building permit, the developer/property owner shall cause the Civil Engineer of Record and Soils Engineer of Record for the approved grading plans, to submit signed and wet stamped rough grade Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1735
Menifee Mayor and City Council
July 15, 2026
Page
2365 of 3153

certification and compaction test reports with 90% or better compaction. The certifications shall use City approved forms and shall be submitted to the Public Works Engineering Department for verification and acceptance.

77.Conformance to Elevations/Geotechnical Compaction - Rough grade elevations for all building pads and structure pads submitted for grading plan check approval shall be in substantial conformance with the elevations shown on approved grading plans.

Compaction test certification shall be in compliance with the approved project geotechnical/soils report.

78.Final Grade Certification – The developer/property owner shall cause the Civil Engineer of Record for approved grading plans, to submit signed and wet stamped final grade certification on City-approved form, for each building requesting a certificate of occupancy.

The certification shall be submitted to the Public Works Engineering Department for verification and acceptance.

79.Conform to Elevations - Final grade elevations of all building or structure finish floors submitted for grading plan check approval shall be in substantial conformance with the elevations shown on the approved grading plans. Compaction test certification shall be in compliance with the approved project geotechnical/soils report.

80.Plant & Irrigate Slopes – All manufactured slopes shall be irrigated and landscaped with grass or approved ground cover and shall have some type of drainage swale at the toe of the slope to collect runoff. Slopes greater than or equal to 3’ in vertical height shall have erosion control measures provided. Slopes that exceed 15’ in vertical height are to be planted with additional shrubs and trees as approved by the Public Works / Engineering Department. Drip irrigation shall be provided for all irrigated slopes.

81.Common Area Maintenance – Any common areas identified on the site plan shall be owned and maintained through a permanent master maintenance organization shall be established for the project, to assume maintenance responsibility for all common areas.

The organization may be public (City CFD, or another agency) or private (e.g., property owners’ association). Merger with an area-wide or regional organization shall satisfy this condition provided that such organization is legally and financially capable of assuming the responsibilities for maintenance. When necessary, property dedication or easement dedications shall be granted to the maintenance organization through map dedication, or separate recordable instrument, and shall be in a form acceptable to the city.

82.Maintenance Exhibit – Prior to building permit issuance, the developer / property owner shall prepare an exhibit that shows all open space lots within the project development tract and the maintenance entity for each lot. The exhibit shall be reviewed and approved by the Community Development Department and the Public Works / Engineering Department.

83.Conditions, Covenants and Restrictions (Private Common Areas) – In the event that the Community Facilities District will not maintain all common areas, the establishment of a property owner association (POA or HOA) shall be the mechanism to maintain such common areas.

Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1736
Menifee Mayor and City Council
July 15, 2026
Page
2366 of 3153

84.CC&R Content, Submittal Process and Timing – The developer/property owner shall submit to the Public Works / Engineering Department for review and approval CC&R documents consisting of the following:
a. One hard copy and an electronic version of the CC&R’s. A completed application form to review the CC&Rs, available at the Public Works / Engineering front counter. There is a fee associated with the application and required backup documents to review. The declaration of CC&R’s shall:
i. provide for the establishment of a property owner's association, ii. provide for the ownership of the common area by the property owner's association,
iii. contain provisions approved by the Public Works / Engineering Department, Community Development Department, and the City Attorney, iv. Contain provisions with regards to the implementation of post development Water Quality Best Management Practices identified in the project’s approved WQMP.
v. Contain provisions notifying initial occupants, or tenants of the project of their receipt of educational materials on good housekeeping practices which contribute to the protection of storm water quality. These educational materials shall be distributed by the property owners' association and/or the developer.
vi. Contain provisions for allowing the City a Right of Entry to maintain BMPs that are otherwise not maintained by responsible property owners. If a separate Right of Entry Agreement has been executed, this provision is not necessary to be in the CC&Rs.
b. As part of the CC&R document submittal, exhibit(s) identifying the areas or improvements that will be maintained by the POA, the CFD or other entities shall be provided. The exhibit shall be reviewed and approved by the City. c. Once approved, the developer / property owner shall provide a hard copy of the CC&R’s wet-signed and notarized to the Public Works / Engineering Department.

The Public Works / Engineering Department shall record the original declaration of CC&R’s prior to building permit issuance.
d. A deposit to pay for the review of the CC&Rs pursuant to the City’s current fee schedule at the time the above-referenced documents are submitted to the Public Works / Engineering Department.

85.Street Design Standards – Street improvements shall conform to all applicable City Design Standards and Specifications, the City General Plan, Ordinances, and all other relevant laws, rules and regulations governing street construction in the City.

86.Concrete Work – All concrete work including curbs, gutters, sidewalks, driveways, cross gutters, catch basins, manholes, vaults, etc. shall be constructed to meet a 28-day minimum concrete strength of 3,250 psi.

87.Intersection Geometrics – All final intersection geometrics may be modified in final engineering as approved by the Public Works Director / City Engineer.

88.Intersection / 50-Foot Tangent – All centerline intersections shall be at ninety (90) degrees, plus or minus five (5) degrees, with a minimum fifty (50) foot tangent, measured from flow line / curb face or as approved by the Public Works Director / City Engineer.

Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1737
Menifee Mayor and City Council
July 15, 2026
Page
2367 of 3153

89.Street Improvements – Street improvements shall conform to all applicable City Design Standards and Specifications, the City General Plan, and all other relevant laws, rules and regulations governing street construction in the City.

90.Soils and Pavement Report - Street pavement structural designs shall comply with the recommendations in the City approved project soils and pavement investigation report, and must meet minimum City standards and specifications, as approved by the Public Works Director / City Engineer. R-Values shall be provided in said report and the Engineer of Record shall provide pavement calculations to the City.

91.Driveways - Final driveway geometrics may be modified in final engineering as approved by the Public Works Director / City Engineer. Driveways shall meet current standard radii on all existing and proposed commercial drive approaches used as access to the proposed development. The developer shall adhere to all City standards and regulations for access and ADA guidelines.

92.Acceptance of Public Roadway Dedication and Improvements – Easements and right- of way for public roadways shall be granted to the City through acceptable recordable instrument. Onsite easements and right-of way for public roadways shall be granted to the City of Menifee through the final map, or other acceptable recordable instrument. Any off- site rights-of-way required for access road(s) shall be accepted to vest title in the name of the public if not already accepted. Any shared access roads necessary for the adequate circulation of the proposed project, shall be dedicated for reciprocal access by acceptable recordable instrument prior to any permit issuance.

93.ADA Compliance – ADA path of travel shall be designed at the most convenient accesses and the shortest distance to the buildings in accordance with ADA design standards and to the satisfaction of the Public Works Director / City Engineer and the City Building Official.

94.Paving or Paving Repairs – The applicant shall be responsible for obtaining the paving inspections required by Ordinance 461 and City of Menifee standards and ordinances.

Paving and/or paving repairs for utility street cuts shall be per City of Menifee Standards and Specifications and as approved by the Public Works Director / City Engineer.

95.Street Lights – The developer/property owner shall install street lights along the project frontage in accordance with City Standards. Street lights requiring relocations, or any required new streetlights shall be designed in accordance with current City Standards for LS-3 type streetlights. Street light construction plans shall be prepared as separate plans or combined with the public street improvement plans as approved by the Public Works Director / City Engineer.

96.Public Streetlights Service Points – All proposed public streetlights shall be provided with necessary appurtenances and service points for power, separate from privately owned streetlights. The developer/property owner shall coordinate with the PW Department and with Southern California Edison the assignment of addresses to streetlight service points. Service points for proposed public streetlights shall become public and shall be located within public right of way or within duly dedicated public easements.

Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1738
Menifee Mayor and City Council
July 15, 2026
Page
2368 of 3153

97.CFD Maintenance - The property owner shall file for annexation or inclusion into the Citywide Community Facilities Maintenance District, CFD for street sweeping services, street pavement maintenance, landscaping, street lighting, etc.

98.Offsite Grading – A notarized and recorded agreement, or City-approved documents authorizing the offsite grading shall be submitted to the Public Works / Engineering Department.

99.Sight Distance Analysis – Sight distance analysis shall be conducted at all project roadway entrances for conformance with City sight distance standards. The analysis shall be reviewed and approved by the Public Works Director / City Engineer, and shall be incorporated in the final the grading plans, street improvement plans, and landscape improvement plans.
100.Street Name Sign - The developer/property owner shall install street name sign(s) in accordance with applicable City Standards, or as directed by the PW Engineering Department.
101.Driveway Geometrics- Final driveway geometrics may be modified in Final Engineering as approved by the Public Works Director. Driveways shall meet current standard radii on all existing and proposed commercial drive approaches used as access to the proposed development. The developer shall adhere to all City standards and regulations for access and ADA guidelines.
102.Construction Traffic Control Plan - Prior to start of any project related construction, the developer/property owner shall submit to the Public Works Engineering Department for review and approval, a Construction Traffic Control Plan in compliance with all applicable City ordinances, standards and specifications, and the latest edition of the CAMUTCD.

This traffic control plan shall address impacts from construction vehicular traffic, noise, and dust and shall propose measures to mitigate these effects. The traffic control plan shall include a Traffic Safety Plan for safe use of public roads right-of-way during construction.
103.Traffic Signal Control Devices – All new traffic signals and traffic signal modifications required for construction by this development project shall include traffic signal communication infrastructure, network equipment, and Advanced Traffic Management System (ATMS) license software. Said traffic signal control devices shall be submitted with the traffic signal design plans and shall be approved by the Public Works Director / City Engineer, prior to testing of a new traffic signal. Traffic signal poles shall be placed at the ultimate locations when appropriate.
104.Cost participation through Payment of TUMF and DIF for Improvements- The developer/property owner’s TUMF and DIF payment obligations shall be considered as cost participation for Project’s required offsite improvements only when the offsite improvements for which credits are claimed, are eligible TUMF and/or DIF facilities at time of TUMF and DIF payments. Determination for TUMF credits shall be at the discretion of the Western Riverside Council of Governments (WRCOG), the governing authority, which shall include entering a three party TUMF Credit Agreement with the developer, WRCOG and the City of Menifee.

Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1739
Menifee Mayor and City Council
July 15, 2026
Page
2369 of 3153

105.Improvement Bonds – Prior to improvement plan approval and issuance of any construction permit for all required onsite and offsite public improvements, the developer/project owner shall enter into a bond agreement and post acceptable bonds or security, to guarantee the completion of all required improvements. The bonds shall be in accordance with all applicable City ordinances, resolutions, and municipal codes. 106.Encroachment Permits – The developer/property owner shall obtain all required encroachment permits and clearances prior to start of any work within City, State, or local agency right-of-way.
107.Stormwater Management - All City of Menifee requirements for NPDES and Water Quality Management Plans (WQMP) shall be met per City of Menifee Municipal Code Chapter 15.01 for Stormwater/Urban Runoff Management Program unless otherwise approved by the Public Works Director/City Engineer. This project is required to submit a project specific WQMP prepared in accordance with the latest WQMP guidelines approved by the Regional Water Quality Control Board.
108.WQMP Right of Entry and Maintenance Agreement: Prior to, or concurrent with the approval of the FINAL WQMP, the developer/property owner shall record and enter into an acceptable “Water Quality Management Plan and Stormwater Best Management Practices Operation, Transfer, Maintenance and Right of Entry Agreement” with the City to inform future property owners of the requirement to perpetually implement the approved FINAL WQMP.
109.Trash Enclosures Standards and Specifications – Storm runoff resulting in direct contact with trash enclosure, or wastewater runoff from trash enclosure are prohibited from running off a site onto the City MS4 without proper treatment. Trash enclosures in new developments and redevelopment projects shall meet new storm water quality standards including:
(a) Provision of a solid impermeable roof with a minimum clearance height to allow the bin lid to completely open.
(b) Constructed of reinforced masonry without wooden gates. Walls shall be at least 6 feet high.
(c) Provision of concrete slab floor, graded to collect any spill within the enclosure. (d) All trash bins in the trash enclosure shall be leak proof with lids that are continuously kept closed.
(e) The enclosure area shall be protected from receiving direct rainfall or run-on from collateral surfaces.
(f) The trash enclosure shall be lockable and locked when not in use with a 2-inch or larger brass resettable combination lock. Only employees and staff authorized by the enclosure property owner shall be given access.

Any standing liquids within the trash enclosures without floor drain must be cleaned up and disposed of properly using a mop and a bucket or a wet/dry vacuum machine. All non- hazardous liquids without solid trash may be put in the sanitary sewer as an option, in accordance with Eastern Municipal Water District (EMWD) criteria.

An alternate floor drain from the interior of the enclosure that discharges to the sanitary sewer may be constructed only after obtaining approval from EMWD. This option requires the following:

Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1740
Menifee Mayor and City Council
July 15, 2026
Page
2370 of 3153

a) The trash enclosure shall be lockable and locked when not in use with a 2-inch or larger brass resettable combination lock. Only employees and staff authorized by the enclosure property owner shall be given access. This requirement may not be applicable to commercial complexes with multiple tenants.
b) A waterless trap primer shall be provided to prevent escape of gasses from the sewer line and save water.
c) Hot and cold running water shall be provided with a connection nearby with an approved backflow preventer. The spigot shall be protected and located at the rear of the enclosure to prevent damage from bins.
110.SWRCB, TRASH AMENDMENTS. Th SWRCB, TRASH AMENDMENTS - The State Water Resources Control Board (State Board) adopted amendments to the Water Quality Control Plan for Ocean Waters of California and the Water Quality Control Plan for Inland Surface Waters, Enclosed Bays, and Estuaries – collectively referred to as the “Trash Amendments.” Applicable requirements per these amendments shall be adhered to with implementation measures, prior to building permit issuance. Projects determined to be within Priority Land Uses as defined in the Trash Amendments, shall provide trash full capture devices in all new and existing catch basins to which this development will be tributary to or receiving from all Priority Land Use areas that will contribute storm water runoff to the City of Menifee’s MS4. All trash full capture devices shall be listed on the State Board’s current list of certified full capture devices posted on their website(https://www.waterboards.ca.gov/water_issues/programs/stormwater/trash_imple mentation.shtml), or otherwise approved by State or Regional Water Quality Control Board staff. Storm water runoff from privately owned Priority Land Use areas shall be treated by full capture devices located within privately owned storm drain structures or otherwise located on the privately owned property, whenever possible. Runoff from Priority Land Use areas created or modified by the project, and which are proposed to be City owned, shall be treated by full capture devices located within city-owned storm drains or otherwise located within the public right of way.

Existing and proposed catch basins shall be retrofitted with a catch basin insert device selected from the list of approved devices by the Santa Ana Regional Water Quality Control Board, and compliant with the State-wide Trash TMDL.

The State Water Resources Control Board, Resolution adopted an amendment to the Water Quality Control Plan for ocean waters of California to control trash, and Part 1 Trash Provisions of the Water Quality Control Plan for inland surface waters, enclosed bays, and estuaries of California. Applicable requirements per these amendments shall be adhered to with implementation measures, prior to building permit issuance. Projects determined as within Priority Land Uses as defined in the amendment, shall provide full trash capture devices in all new catch basins and existing catch basins to which this development will be tributary to. Devices shall meet the requirement of the new Trash Amendment.
111.Prior to issuance of a grading permit, a FINAL project specific WQMP in substantial conformance with the approved PRELIMINARY WQMP, shall be reviewed and approved by the Public Works Engineering Department. Final construction plans shall incorporate Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1741
Menifee Mayor and City Council
July 15, 2026
Page
2371 of 3153

all the structural BMPs identified in the approved FINAL WQMP. The final developed project shall implement all structural and non-structural BMPs specified in the approved FINAL WQMP. One copy of the approved FINAL WQMP on a CD-ROM in pdf format shall be submitted to the Public Works Engineering Department. The FINAL WQMP submittal shall include at the minimum the following reports/studies:
d) Hydrology/hydraulics report
e) Soils Report that includes soil infiltration capacity f) Limited Phase II Environmental Site Assessment Report, as may be required by an approved Phase I ESA Report
Final construction plans shall incorporate all the structural BMPs identified in the approved FINAL WQMP. The final developed project shall implement all structural and non-structural BMPs specified in the approved FINAL WQMP. One copy of the approved FINAL WQMP on a CD-ROM in pdf format shall be submitted to the Public Works Engineering Department.
112.Revising The Final WQMP - In the event the Final WQMP requires design revisions that will substantially deviate from the approved Prelim WQMP, a revised or new WQMP shall be submitted for review and approval by the Public Works / Engineering Department. The cost of reviewing the revised/new WQMP shall be charged on a time and material basis. The fixed fee to review a Final WQMP shall not apply, and a deposit shall be collected from the applicant to pay for reviewing the substantially revised WQMP.
113.Implement Project Specific WQMP - All structural BMPs described in the project- specific WQMP shall be constructed or installed and operational in conformance with approved plans and specifications. It shall be demonstrated that the applicant is prepared to implement all BMPs described in the approved project specific WQMP and that copies of the approved project-specific WQMP are available for the future owners/occupants. The City will not release occupancy permits for any portion of the project or subdivision map phase until all proposed BMPs described in the approved project specific WQMPs, to which the portion of the project is tributary to, are completed and operational.

The City will not release occupancy permits for any portion of the project, or any proposed map phase prior to the completion of the construction of all required structural BMPs, and implementation of non-structural BMPs.
114.Inspection of BMP Installation – Prior to issuance of Certificate of Occupancy, all structural BMPs included in the approved FINAL WQMP shall be inspected for completion of installation in accordance with approved plans and specifications, and the FINAL WQMP. The Public Works Stormwater Inspection team shall verify that all proposed structural BMPs are in working conditions, and that a hard copy and / or digital copy of the approved FINAL WQMP are available at the site for use and reference by future owners/occupants. The inspection shall ensure that the FINAL WQMP at the site includes the BMP Operation and Maintenance Plan, and shall include the site in a City maintained database for future periodic inspection.

Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1742
Menifee Mayor and City Council
July 15, 2026
Page
2372 of 3153

115.WQMP/BMP Education - Prior to issuance of Certificate of Occupancy, the developer / project owner shall provide the City proof of notification to future occupants of all BMP’s and educational and training requirements for said BMP’s as directed in the approved WQMP. Proof of notification shall be provided to the Public Works / Engineering Department in forms determined acceptable by the Public Works Director / City Engineer.

Public Education Program materials may be obtained from the Riverside County Flood Control and Water Conservation District’s NPDES Section through their website at www.rcwatershed.org. The developer must provide to the Public Works / Engineering Department a notarized affidavit, or other notification forms acceptable to the Public Works Director / City Engineer, stating that the distribution of educational materials to future homebuyers has been completed prior to issuance of occupancy permits.

A copy of the notarized affidavit must be placed in the final WQMP report. The Public Works / Engineering Department MUST also receive the original notarized affidavit with the plan check submittal to clear the appropriate condition. Placing a copy of the affidavit without submitting the original will not guarantee clearance of the condition. 116.EMWD Minimum Standards – All public water, sewer and recycled water improvements shall be designed per the City adopted Riverside County Ordinances 460, 461 and 787; Eastern Municipal Water Districts (EMWD) standards and specifications, including required auxiliaries and appurtenances. The final design, including pipe sizes and alignments, shall be subject to the approval of EMWD and the City of Menifee. 117.Utility Improvement Plans – Public Water, Sewer and Recycled Water improvements shall be drawn on City title block for review and approval by the Public Works / Engineering Department and EMWD.
118.Onsite and Offsite Sewer, Water and Recycled Water Improvements – All public onsite and offsite sewer, water and recycled water improvements shall be guaranteed for construction prior to approval of improvement plans and building permit issuance 119.Sewer Lines – Any new public sewer line alignments or realignments shall be designed such that the manholes are aligned with the center of lanes or on the lane line and in accordance with Riverside County Ordinances 460/461 and Eastern Municipal Water District standards.
120.Water Mains and Hydrants - All water mains and fire hydrants providing required fire flows shall be constructed in accordance with the Riverside County Ordinance Numbers 460 and 787, and subject to the approval of the Eastern Municipal Water District and the Riverside County Fire Department.
121.Annexation to the Citywide Community Facilities District (CFD) - Prior to building permit issuance, the developer/property owner shall complete the annexation of the proposed development, into the boundaries of the City of Menifee citywide Community Facilities Maintenance District (Services) CFD. The citywide CFD shall be responsible for:

Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1743
Menifee Mayor and City Council
July 15, 2026
Page
2373 of 3153

The maintenance of public improvements or facilities that benefit this development, including but not limited to, public landscaping, streetlights, traffic signals, streets, pavement maintenance, drainage facilities, street sweeping, water quality basins, graffiti abatement, and other public improvements or facilities as approved by the Public Works Director.

The developer/property owner shall be responsible for all cost associated with the annexation of the proposed development in the citywide CFD. 122. CFD Annexation Agreement - In the event timing for this development’s schedule prevents the developer/property owner from complying with condition of approval for CFD annexation, the developer shall enter into a CFD annexation agreement to allow the annexation to complete before the issuance of a building permit. The developer shall be responsible for all costs associated with the preparation of the CFD annexation agreement. The agreement shall be approved by the City Council prior to issuance of a building permit.
123.Assessment Segregation - Should this project lie within any assessment/benefit district, the applicant shall, prior to any building permit issuance to make application for and pay for their reapportionment of the assessments or pay the unit fees in the benefit district unless said fees are deferred to building permit.
124.Landscape Improvement Plans for CFD Maintenance – Landscape improvements within public ROW and/or areas dedicated to the City for the citywide CFD to maintain shall be prepared on a separate City CFD plans for review and approval by the PW Engineering Department. The plans may be prepared as one plan for the entire development as determined by the PW Director. When necessary, as determined by the PW Director, a separate WQMP construction plan on City title block maybe required for review and approval by the PW Engineering Department prior to issuance of a grading permit.
125.Parkway Landscaping Design Standards - The parkway areas behind the street curb within the public’s right-of-way, shall be landscaped and irrigated per City standards and guidelines.
126.CFD Landscape Guidelines and Improvement Plans – All landscape improvements for maintenance by the CFD shall be designed and installed in accordance with City CFD Landscape Guidelines, and shall be drawn on a separate improvement plan on City title block. The landscape improvement plans shall be reviewed and approved by the PW Engineering Department prior to issuance of a building permit. 127.Maintenance of CFD Accepted Facilities – All landscaping and appurtenant facilities to be maintained by the citywide CFD shall be built to City standards. The developer shall be responsible for ensuring that landscaping areas to be maintained by the CFD have its own controller and meter system, separate from any private controller/meter system.

Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1744
Menifee Mayor and City Council
July 15, 2026
Page
2374 of 3153

128.AB 341. AB 341 focuses on increased commercial waste recycling as a method to reduce greenhouse gas (GHG) emissions. The regulation requires businesses and organizations that generate four or more cubic yards of waste per week and multifamily units of 5 or more, to recycle. A business shall take at least one of the following actions to reuse, recycle, compost, or otherwise divert commercial solid waste from disposal:

a) Source separate recyclable and/or compostable material from solid waste and donate or self-haul the material to recycling facilities. b) Subscribe to a recycling service with their waste hauler. c) Provide recycling service to their tenants (if commercial or multi-family complex).
d) Demonstrate compliance with the requirements of California Code of Regulations Title 14.

For more information please visit:
www.rivcowm.org/opencms/recyclying/recycling_and_compost_business.html#mandatory 129.AB 1826. AB 1826 (effective April 1, 2016) requires businesses that generate eight (8) cubic yards or more or organic waste per week to arrange for organic waste recycling services. The threshold amount of organic waste generated requiring compliance by businesses is reduced in subsequent years. Businesses subject to AB 1826 shall take at least one of the following actions in order to divert organic waste from disposal:

Source separate organic material from all other recyclables and donate or self-haul to a permitted organic waste processing facility.

Enter into a contract or work agreement with gardening or landscaping service provider or refuse hauler to ensure the waste generated from those services meet the requirements of AB 1826.

Consider xeriscaping and using drought tolerant/low maintenance vegetation in all landscaped areas of the project.

As of January 1, 2019, the above requirements are now applicable to businesses that generate four (4) or more cubic yards of solid waste per week and one (1) or more cubic yards of organic waste per week. Additionally, as of January 1, 2019, a third trash bin is now required for organics recycling, which will require a larger trash enclosure to accommodate three (3) trash bins. This development is subject to this requirement. 130.Recyclables Collection and Loading Area Plot Plan. Prior to the issuance of a building permit for each building, the applicant shall submit three (3) copies of a Recyclables Collection and Loading Area plot plan to the City of Menifee Engineering/Public Works Department for review and approval. The plot plan shall show the location of and access to the collection area for recyclable materials, along with its dimensions and construction detail, including elevation/façade, construction materials and signage. The plot plan shall clearly indicate how the trash and recycling enclosures shall be accessed by the hauler.

Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1745
Menifee Mayor and City Council
July 15, 2026
Page
2375 of 3153

The applicant shall provide documentation to the Community Development Department to verify that Engineering and Public Works has approved the plan prior to issuance of a building permit.
131.Waste Recycling Plan. Prior to the issuance of a building permit for each building, a Waste Recycling Plan (WRP shall be submitted to the City of Menifee Engineering/Public Works Department for approval. Completion of Form B “Waste Reporting Form” of the Construction and Demolition Waste Diversion Program may be sufficient proof of WRP compliance, as determined by the Public Works Director / City Engineer. At minimum, the WRP must identify the materials (i.e., concrete, asphalt, wood, etc.) that will be generated by construction and development, the projected amounts, the measures/methods that will be taken to recycle, reuse, and/or reduce the amounts of materials, the facilities and/or haulers that will be utilized, and the targeted recycling or reduction rate. During project construction, the project site shall have, at a minimum, two (2) bins; one for waste disposal and the other for recycling of Construction and Demolition (C&D) materials. Additional bins are encouraged to be used to further source separation of C&D recyclable materials.

Accurate record keeping (receipts) for recycling of C&D recyclable materials and solid waste disposal must be kept. Arrangements can be made through the franchise hauler. 132.Waste Management Clearance. Prior to issuance of an occupancy permit for each building, evidence (i.e., receipts or other type of verification) shall be submitted to demonstrate project compliance with the approved WRP to the Engineering and Public Works Department in order to clear the project for occupancy permits. Receipts must clearly identify the amount of waste disposed and Construction and Demolition (C&D) materials recycled. Completion of Form C, “Waste Reporting Form” of the Construction and Demolition Waste Diversion Program along with the receipts may be sufficient proof of WRP compliance, as determined by the PW Director / City Engineer. 133.Road Bridge Benefit District –The applicant shall pay the RBBD fees based on the designated land use and areas, prior to the issuance of a building permit. Should the project proponent choose to defer the time of payment, a written request shall be submitted to the City, deferring said payment from the time of issuance of a building permit to issuance of a certificate of occupancy. Fees which are deferred shall be based upon the fee schedule in effect at the time of issuance of the permit of each parcel. 134.TUMF FEES - Prior to the issuance of an occupancy permit, the developer/property owner shall pay the Transportation Uniform Mitigation Fee (TUMF) in accordance with the fee schedule in effect at the time of (building permit or certificate of occupancy) issuance, pursuant to adopted City Ordinance governing the TUMF program. 135.Fees and Deposits – Prior to approval of final maps, grading plans, improvement plans, issuance of building permits, and/or issuance of certificate of occupancy, the developer/property owner shall pay all fees, deposits as applicable. These shall include the regional Transportation Uniform Mitigation Fee (TUMF), Area Drainage Fees (ADP), any applicable Traffic Signal Mitigation Fees, Development Impact Fees (DIF), and any applicable Road and Bridge Benefit District (RBBD) Fee. Said fees and deposits shall be collected at the rate in effect at the time of collection as specified in current City resolutions and ordinances.

Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1746
Menifee Mayor and City Council
July 15, 2026
Page
2376 of 3153

Section III:

Building and Safety Department
Conditions of Approval
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1747
Menifee Mayor and City Council
July 15, 2026
Page
2377 of 3153

54. Final Building & Safety Conditions. Final Building & Safety Conditions will be addressed when building construction plans are submitted to Building & Safety for review. These conditions will be based on occupancy, use, the California Building Code (CBC), and related codes which are enforced at the time of building plan submittal.

55. Compliance with Code. All Design components shall comply with applicable provisions of the 2022 edition of the California Building, Plumbing and Mechanical Codes; 2022 California Electrical Code; California Administrative Code, 2022 California Energy Codes, 2022 California Green Building Standards, and City of Menifee Municipal Code, 2022 California Fire Code.

56. Disabled Access. Applicant shall provide details of all applicable disabled access provisions and building setbacks on plans to include:
a. Disabled access from the public way to the main entrance of the building. b. Van accessible and standard accessible parking located as close as possible to the main entrance of the building.
c. Accessible path-of-travel from parking to the furthest point of improvement.
d. Accessible path-of-travel from public right-of-way to the main entrance of the structure.
e. Interior and Exterior disabled access requirements and details as required by California Building Code Chapter 11B.

57. California Green Building Code Requirements. Electric Vehicle (EV) a. The plans shall clearly indicate the location and total number of future electric vehicle (EV) parking stalls within the site.
b. The plans shall clearly indicate the location and total amount of future medium and heavy-duty electric vehicle (EV) parking stalls within the site if the building site includes one or more of the following uses: Warehousing, grocery store, retail store with off-street loading areas.

California Energy Code - Prescriptive Requirements for Photovoltaic and Battery Storage Systems
a. Photovoltaic requirements. All newly constructed building types specified in Table 140.10-A, or mixed occupancy buildings where one or more of these building types constitute at least 80 percent of the floor area of the building, shall have a newly installed photovoltaic (PV) system meeting the minimum qualification requirements of Reference Joint Appendix JA11. The PV size in kWdc shall be not less than the smaller of the PV system size determined by Equation 140.10-A, or the total of all available solar access roof area (SARA) multiplied by 14 W/ft2.

Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1748
Menifee Mayor and City Council
July 15, 2026
Page
2378 of 3153

b. Battery storage system requirements. All buildings that are required by Section 140.10(a) to have a PV system shall also have a battery storage system meeting the minimum qualification requirements of Reference Joint Appendix JA12. The rated energy capacity and the rated power capacity shall be not less than the values determined by Equation 140.10-B and Equation 140.10-C. Where the building includes more than one of the space types listed in Table 140.10-B, the total battery system capacity for the building shall be determined by applying Equations 140.10-B and 140.10-C to each of the listed space types and summing the capacities determined for each space type and equation.

58. County of Riverside Mount Palomar Ordinance. Applicant shall submit, at the time of plan review, a complete exterior site lighting plan with a “photometric study” showing compliance with County of Riverside Mount Palomar Ordinance Number 655 for the regulation of light pollution. All streetlights and other outdoor lighting shall be shown on electrical plans submitted to the Building & Safety Department. Any outside lighting shall be hooded and aimed not to shine directly upon adjoining property or public rights-of-way. All exterior LED light fixtures shall be 3,000 kelvin and below.

59. Street Name Addressing. Applicant must obtain street name addressing for all proposed buildings by requesting street name addressing and submitting a site plan for commercial, residential/tract, or multi-family residential projects.

60. Obtain Approvals Prior to Construction. Applicant must obtain all building plans and permit approvals prior to commencement of any construction work.

61. Obtaining Separate Approvals and Permits. Temporary construction/sales trailers, temporary power poles/generators, trash enclosures, patio covers, light standards, building and monument signage, and any block walls will require separate approvals and permits. Solid covers are required over new and existing trash enclosures.

62. Sanitary Sewer and Domestic Water Plan Approvals. On-site sanitary sewer and domestic water plans will require separate approvals and permits from Building and Safety. A total of 6 sets shall be submitted.

63. Demolition. (If applicable) Demolition permits require separate approvals and permits.

AQMD notification and approval may be required.

64. Hours of Construction. Signage shall be prominently posted at the entrance of the project indicating the hours or construction, as allowed by the City of Menifee Municipal Ordinance 8.01.010, for any site within one-quarter mile of an occupied residence. The permitted hours of construction are Monday through Saturday 6:30am to 7:00pm. No work is permitted on Sundays and nationally recognized holidays unless approval is obtained from the City Building Official or City Engineer.

Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1749
Menifee Mayor and City Council
July 15, 2026
Page
2379 of 3153

65. At Plan Review Submittal
Submit one (1) digital complete set of fully dimensioned Structural, Architectural, Plumbing, Mechanical and Electrical Plans, along with one (1) digital set of geotechnical reports and one (1) digital set of precise grade plans. Hard copy plans will not be accepted.

All plans shall be submitted at a digital equivalent minimum 24” x 36” General Requirements

1. All sheets of the plans and the first sheet of the calculations are required to be signed by the licensed architect or engineer responsible for the plan preparation. (Business & Professions Code 5802), (Business & Professions Code 5536.1, 5802, & 6735)
Cover Sheet

2. Vicinity Map

3. Parcel number and Site Address

4. Business Name

5. Occupancy Type

6. Occupant Load

7. Type of Construction

8. Number of stories

9. Building Height

10. Floor Area in sq. ft.

11. Building data: Building Type of Construction, Square Feet of leased area intended use/occupancy, occupant loads, Building Code Data: 2022 California Building Code, 2022 California Electrical Code, 2022 California Mechanical Code, 2022 California Plumbing Code, 2022 California Green Building Code, 2022 California Energy Code, and 2022 California Fire Code.

12. List any flammable/combustible materials, chemicals, toxic, or hazardous materials used or stored and total quantities or each, including MSDS reports.

13. Indicate if the building has a fire sprinkler system.

14. Sheet Index
Plot Plans

15. North Arrow

16. Property Lines/Easements

17. Street/Alleys

18. Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan.

19. Accessible parking/unload areas, curb ramps, exterior route of travel to the leased area entry door and at least one route to the public right-of-way.

20. Precise grading plans indicating surface grades, locations and details for all accessible walkways, parking stalls, access aisles, ramps, etc… Floor Plans

21. All wall lines to be indicated by double line.

Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1750
Menifee Mayor and City Council
July 15, 2026
Page
2380 of 3153

22. Fully dimensioned and to scale (3/16 inch per foot minimum)

23. Exit door locations, widths, and direction of door swing.

24. Wall legend. Show walls as existing or new, with references to wall construction details indicating heights, framing member size, spacing and material type, connections at top and bottom and top of wall lateral bracing method.

25. Show all fixed elements of construction e.g., bathroom facilities, fixtures, cabinets, storage racks and/or shelves.

26. Accessible features e.g., fixed customer service counters, including kitchen, dining, or drinking bar counters, new bathroom facilities, access to new areas, features and elements.

Reflected Ceiling Plans

27. Indicate the ceiling treatment, ceiling grid, and the placement of all light fixtures.

Section Views

28. Walls and roof/ceiling finishes, complete occupancy separation and fire resistive construction if required, demising walls etc. For new conditioned spaces, section views shall indicate wall heights and insulation locations for walls and roof/ceilings.

Plumbing/Mechanical Plans

29. System material types and sizes, waste/vent and potable water layouts or isometrics, plumbing fixture schedule, etc.

30. HVAC equipment location, distribution layout, material type and sizes fire/smoke control devices and activation.

31. Include a line of site detail showing new roof top equipment shielding.

32. Gas line diagram, material type, sizes, and load demand.

Electrical Plans

33. Interior Main Distribution single line diagram, panel location/schedule, and load calculations, etc.

34. Electric power and lighting plans, interior fixture schedule, illuminated exit signs and emergency illumination.

35. Title 24 Energy Electrical requirements including multi-level switching arrangements and automatic electrical lighting shut-off system.

Structural Plan/Foundation/Floor/Ceiling/Roof Plan and Details

36. Structural design justification of the existing roof framing for new mechanical equipment exceeding 300lbs.

37. Foundation supporting elements and connections, reinforcement, slab, and footing details, etc.

38. Structural frame plan(s).

39. T-Bar ceiling standard details and seismic restraints.

Supplemental Information

40. Submittal to include one (1) digital set of original shell building Title 24 Energy Calculations or new Title 24 Energy calculations or Energy calculations as for newly constructed conditioned space.

41. Envelope or Mechanical for conditioned space as new construction or, as for an addition including, LTG (lighting) Energy calculations for new lighting with required forms copied to the full-size plan sheets.

Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1751
Menifee Mayor and City Council
July 15, 2026
Page
2381 of 3153

42. Separate submittals and permits are required for signs. Planning approval required prior to submittal to Building & Safety.

43. Fees are based on the City of Menifee Adopted Fee Schedule.

44. Restaurant/Food establishments must obtain approval from the County Health Department/Food Division, and the local water/sewer purveyor for grease waste interceptors.

45. All contractors/sub-contractors must show proof of State and City licenses and shall comply with SEC. 3800 of the Labor Code regarding Workers Compensation.

46. Applicant shall obtain all required clearances and/or approvals from Planning, Engineering, Fire, and the appropriate water district(s) prior to issuance of any building permits.

PRIOR TO ISSUANCE OF BUILDING PERMITS

66. All associated Building Fees to be paid.

67. Each Department is required to Approve, with a signature.

PRIOR TO FINAL INSPECTION

68. Each department that has conditions shall have completed and approved their final inspection prior to requesting the final inspection by the Building and Safety Department.

1. All inspection requests shall be requested through Menifee Permit Portal.

2. All work that has been requested to be inspected shall be ready for inspection prior to 8:00am.

3. The approved plans and documents shall be on-site at the time of inspection.

4. Access to the job site shall be provided on the day of inspection by 8:00am.

5. Any construction changes from the approved plans shall be revised on the plans and submitted to the Building and Safety Department for review and approval prior to the inspection.

6. Any special inspection or deputy reports required by code, or the approved plans shall be provided at the time of inspection for the specific portion of work required the special inspection or deputy report.

PRIOR TO CERTIFICATE OF OCCUPANCY

69. The Business shall obtain a final inspection from all city departments and any other outside agency final inspections.

70. Each department is required to review and approve with a signature on the request for Commercial Occupancy form once ALL Conditions of Approval have been Met/Approved. The Request for Commercial Occupancy form is available on the City of Menifee website at
https://www.cityofmenifee.us/DocumentCenter/View/14362/Request-for-Commercial- Permit-Issuance
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1752
Menifee Mayor and City Council
July 15, 2026
Page
2382 of 3153

You will be required to obtain the signatures in person at the City of Menifee City Hall.

71. The business shall obtain a City of Menifee business license after the Certificate of Occupancy has been issued. Information about the city business license may be found here https://www.cityofmenifee.us/309/Business-License
A business shall not be open to the public or operate without a city business license or a Certificate of Occupancy.

Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1753
Menifee Mayor and City Council
July 15, 2026
Page
2383 of 3153

Section IV:

Office of the Fire Marshal
Conditions of Approval
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1754
Menifee Mayor and City Council
July 15, 2026
Page
2384 of 3153

343.WATSON ROAD OFF-SITE IMPROVEMENTS – In order to obtain the necessary secondary access needed for the project, the developer / property owner shall improve Watson Road from Trumble Road to connect to HWY 74, improved to an Industrial Collector Roadway per the City’s Circulation Element. The proposed improvements as shown will tie into the current end of existing AC pavements located at the existing railroad tracks. Project must obtain any necessary permits, approvals and/or documentation from California Public Utilities Commission and Riverside County Transportation Commission associated with this connection. The developer / property owner shall coordinate with these agencies to identify any additional requirements.
344.TURNING RADIUS- Provide fire department access road turn template throughout the site showing the outside radius 38’ and inside 14’.
345.SURFACE LOAD AND CAPABILITIES- Fire apparatus access roads shall be designed to support the impose loads of fire apparatus [80,000-pound live load (gross vehicular weight) distributed over two axles] and shall be surfaced so as to provide all-weather driving capabilities [rear wheel drive apparatus] for the length and grade(s) of the fire apparatus access road.
346.AUTO GATES- Gates shall be automatic and 24-feet in width. Gate access shall be equipped with a rapid entry system to include OPTICOM and Knox Electric switches. Plan shall be submitted to the Fire Department for approval prior to installation. Automatic/manual gate pins shall be rated with shear pin force, not to exceed 30 pounds. Automatic gates shall be equipped with emergency backup power. Gates activated by the rapid entry system shall remain open until closed by the rapid entry system.
347.SPRINKLER SYSTEM- Buildings or structures exceeding 3600 sq. ft are required to have approved CFC and NFPA 13 compliant fire sprinkler systems installed. ESFR system to be required for a project of this size.
348.STANDPIPE SYSTEM- Standpipe systems shall be provided in new buildings and structures in accordance with Sections 905.2 through 905.10.
349.EMERGENCY RESPONDER COMMUNICATION - All new buildings exceeding 50,000 square feet shall have approved in-building, two-way emergency responder communication coverage for emergency responders within the building based upon the existing coverage levels of the public safety communication systems as measured at the exterior of the building. 350.FIRE FLOW - Minimum fire flow for the construction of all commercial buildings is required per CFC Appendix B and table B105.1. Prior to building permit issuance, the applicant/developer shall provide documentation to show there exists a water system capable of delivering the fire flow based on the information given. Subsequent design changes may increase or decrease the required fire flow.
351.FIRE HYDRANTS - The minimum number of fire hydrants required, as well as the location and spacing of the fire hydrants, shall comply with the CFC and NFPA 24. Fire hydrants shall be located no closer than 40 feet from a building. A fire hydrant shall be located within 200 feet of the fire department connection for buildings protected with a fire sprinkler system. The size and number of outlets required for the approved fire hydrants are (6” x 4” x 2 1/2 “ x 2 1/2 “) (CFC 507.5.7, Appendix C, NFPA 24- 7.2.3) Fire hydrants distance and placement shall comply with RVC Guideline OFM-01B.

Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1755
Menifee Mayor and City Council
July 15, 2026
Page
2385 of 3153

352.FIRE LANES - Applicant/developer shall prepare a site plan designating required fire lanes with appropriate lane paintings and/or signs.
353.BLUE DOT REFLECTORS- Blue retro-reflective pavement markers shall be mounted on private streets, public streets and driveways to indicate location of fire hydrants. 354.BUILDING REQUIREMENTS - Fire sprinklers, fire alarm, private fire underground & fire access road shall all be a deferred submittal.
355.WATER PLANS - The applicant or developer shall furnish one copy of the water system plans to the Fire Department for review. Plans shall be signed by a registered civil engineer, containing a Fire Department approval signature block, and shall conform to hydrant type, location, spacing and minimum fire flow.
356.ADDRESS - Commercial buildings shall display street numbers in a prominent location on the street side and rear access locations. The numbers/ letters shall be a minimum of 12” for structures up to 25 ft. in height. Address numbers must be a minimum of 24” when the building exceeds 25 ft., The numbers shall have a minimum 1/2-inch stroke. When a building contains multiple addresses, an address range may be posted on the structure. 357.FIRE ACCESS DURING CONSTRUCTION - Approved vehicle access for fire fighting shall be provided to all construction or demolition sites. Vehicle access shall be provided to within 100 feet of temporary or permanent fire department connections. Vehicle access shall be provided by either temporary or permanent roads, capable of supporting vehicle loading under all weather conditions. Vehicle access shall be maintained until permanent fire access roads are available.
358.CONSTRUCTION - Fire safety during construction shall comply with the requirements of Chapter 33. (CFC Chapter 33 & CBC Chapter 33).

Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1756
Menifee Mayor and City Council
July 15, 2026
Page
2386 of 3153

Section V:

Riverside County Environmental Health
Conditions of Approval
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1757
Menifee Mayor and City Council
July 15, 2026
Page
2387 of 3153

Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1758
Menifee Mayor and City Council
July 15, 2026
Page
2388 of 3153

Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1759
Menifee Mayor and City Council
July 15, 2026
Page
2389 of 3153

The undersigned warrants that he/she is an authorized representative of the project referenced above, that I am specifically authorized to consent to all of the foregoing conditions, and that I so consent as of the date set out below. _______________________________________________ ___________________ Signed Date
_______________________________________________ ___________________ Name (please print) Title (please print)
Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1760
Menifee Mayor and City Council
July 15, 2026
Page
2390 of 3153

CITY OF MENIFEE

SUBJECT: Trumble and Watson Warehouse

MEETING DATE: May 13, 2026

TO: Planning Commission

PREPARED BY: Russell Brown, Senior Planner

REVIEWED BY: Ryan Fowler, Planning Manager
APPROVED BY: Orlando Hernandez, Community Development Director

APPLICANT: Ukiah Partners, LLC (Brad Kritzer, Crosland Barnes Group) -------------------------------------------------------------------------------------------------------------------------------

RECOMMENDED ACTION

1. Adopt a Resolution adopting an Initial Study and Mitigated Negative Declaration (State Clearinghouse No. 2025100303) for the Trumble and Watson Warehouse (Project), based on the findings incorporated in the Initial Study and the conclusion that the Project will not have a significant effect on the environment and direct staff to file a Notice of Determination; and

2. Adopt a Resolution approving Plot Plan No. PLN 22-0190 for the Project, generally located south of Watson Road, north of Ethanac Road, east of Interstate 215 and Trumble Road and west of Sherman Road.

PROJECT DESCRIPTION

Plot Plan (PP) No. PLN22-0190 Trumble and Watson Warehouse proposes a 328,227 square- foot speculative warehouse building (inclusive of 15,000 square feet of office space) along with 33 dock -high doors. The Project consists of 126 trailer parking spaces and 296 automobile parking spaces (totaling 422 spaces). The Project site is a 17.19-acre relatively flat, vacant site near the southeast corner of Watson Road and Trumble Road (formerly known as the Trumble Pit Site).

LOCATION

The Project site is south of Watson Road, north of Ethanac Road, west of Sherman Road and east of I-215 along the east side of Watson Road. The site consists of four parcels: APN 329-240- 046, 329-240-048, 329-240-049 & 329-240-051.

Item Title: 11.1
Trumble and Watson Warehouse Appeals
Item Page Number: 1761
Menifee Mayor and City Council
July 15, 2026
Page
2391 of 3153

City of Menifee Planning Commission
Trumble and Watson Warehouse
May 13, 2026