Agenda packet — Upland City Council, June 9, 2025 (part 23 of 25)

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and 74.1 dBA Lmu, the IS/MND concluded that the mitgation would reduce the noise impacl lo a less than signilicanl level. (AR 1431.) Again, there was no discussion of the acfusl base ambient noise level in the surrounding area and the projectgd increase in that noise level caused by the proiect.e
Contrary to Upland's and FH's argument, 'conformity with the absoluts or maximum noisg level specified in a general plan do€s not prevent a fair argument from being made that the proposed project will generale environmentally significant noise impacts. lcitation.] ... 'fflhe lead agency should consider both the increase in noise lev6l and absolute noise level associated with a projecl.' lcitation.l" (Kng & Gadinet Fatms, LLC, sup,E, 45 Cal.App.sth at p, 887, quoting Keep our Mountains Quiet v.

County ol Sanld Clarc (2015) 236 Cal.App.4th 714, 732-733 lnegalive declaration case holding that increase in noise level must be considerd, not just absolute noise l€vell; see also, Citizans for Responsible & Open Development v. CW of Gnnd Teflace (2008) 160 Cal.App.4th 1323, 1338.)
Therefore, lhere is subslantial evidence in the record supporting a fair argument that Upland and FH tailed to qualitatively analyze the noise impacts ofthe projecl.

G. FlrVll's Trrfric lmpactArgumont ir lloot
The IS/MND concluded that the project will result in less than significant trafflc impacls. FUW, howaver, argues lhere is substantial evidonce supporting a ,air argument that lh€ proiect may resull in lrafiic sataty issuos. FUW cites comments s conlrary to upl.nd s and FH's alseiloo, rasid6nB submitl6d wd(.n comm€als dudnc ho publlc commenl psriod regading lh.h 6onc.rns r6gading lh. noilo impacl! from lhe ptoj.cl and Pmicct-r€l€l.d corulruction. (AR 391G391 1 , 391 5. 3923, 3925.) ln l.sPon!!!, Upland .nd FH .i.inEd 'no ignir,.anl tEffic noi36 impc.{ we. delemined to erc€ed.slaui3hed City slrndard!'(AR 3916), and'[w]ilh lhe lmpl€msntslion of mltgtlion snd impodtion of 6tandard Ciy codi[om, pE*,ct-rcblod . . nobo irP6cB wr6 ruduc.d lo l€ss th.n lignifcanl ldvsls (b€low ostsblbh€d thlr!hold3).' (AR 392a, 3928 )
47-

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14896-05 Noise Memo
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Page 3312 of 3744 ends

14896-05 Noise Memo

APPENDIX B

OFF-SITE TRAFFIC NOISE ANALYSIS WORKSHEETS

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14896-05 Noise Memo
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Page 3314 of 3744 ends

FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name:Upland Colonies
Job Number:14319
Road Segment:n/o 16th St.

Road Name:Campus Av.

Scenario:E
20,900

7.90%

44.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume:1,651 vehicles
Centerline Dist. to Barrier:

44.0Centerline Dist. to Observer:

Highway Data
feet
feet
vehicles
Road Elevation:0.0
Road Grade:0.0%
Pad Elevation:0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles):15
Heavy Trucks (3+ Axles):15
Autos:15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height:0.0
Observer Height (Above Pad):5.0 feet
feet
40 mphVehicle Speed:

Near/Far Lane Distance:36 feet
REMEL Traffic Flow Distance

0.74 VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos:77.5%12.9%9.6%97.42%

84.8%4.9%10.3%1.84%

86.5%2.7%10.8%0.74%

1.28 Finite Road
-1.20
Left View:-90.0
Right View:90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations

0.0Barrier Distance to Observer:feet
Barrier Type (0-Wall, 1-Berm):0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

77.72 -16.50 1.31 -1.20 0.000 0.000

82.99 -20.46 1.31 -1.20 0.000 0.000
-4.61
-4.87
-5.50
Medium Trucks:

Heavy Trucks:

Autos:

66.51 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos:0.000

2.297

8.006

40.460

40.241

40.262
Grade Adjustment:0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

67.3 66.5 64.7 58.6 67.967.3

61.3 62.6

60.8 54.5 52.9 61.661.4

62.2 53.2 54.5 62.962.8
Vehicle Noise:69.3 68.6 65.4 60.8 69.869.3
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 55 dBA60 dBA
40 86 398185
43 92 426198
Sunday, December 4, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name:Upland Colonies
Job Number:14319
Road Segment:s/o 16th St.

Road Name:Campus Av.

Scenario:E
20,354

7.90%

44.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume:1,608 vehicles
Centerline Dist. to Barrier:

44.0Centerline Dist. to Observer:

Near/Far Lane Distance:36 feet
REMEL Traffic Flow Distance

0.62 VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos:77.5%12.9%9.6%97.42%

84.8%4.9%10.3%1.84%

86.5%2.7%10.8%0.74%

1.28 Finite Road
-1.20
Left View:-90.0
Right View:90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations

0.0Barrier Distance to Observer:feet
Barrier Type (0-Wall, 1-Berm):0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

77.72 -16.62 1.31 -1.20 0.000 0.000

82.99 -20.57 1.31 -1.20 0.000 0.000
-4.61
-4.87
-5.50
Medium Trucks:

Heavy Trucks:

Autos:

66.51 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos:0.000

2.297

8.006

40.460

40.241

40.262
Grade Adjustment:0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

67.2 66.3 64.6 58.5 67.767.1

61.2 62.5

60.7 54.4 52.8 61.561.3

62.1 53.1 54.3 62.862.7
Vehicle Noise:69.2 68.5 65.2 60.7 69.769.2
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 55 dBA60 dBA
39 84 391182
42 90 419194
Sunday, December 4, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name:Upland Colonies
Job Number:14319
Road Segment:n/o 14th St.

Road Name:Campus Av.

Scenario:E
19,427

7.90%

44.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume:1,535 vehicles
Centerline Dist. to Barrier:

44.0Centerline Dist. to Observer:

Near/Far Lane Distance:36 feet
REMEL Traffic Flow Distance

0.42 VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos:77.5%12.9%9.6%97.42%

84.8%4.9%10.3%1.84%

86.5%2.7%10.8%0.74%

1.28 Finite Road
-1.20
Left View:-90.0
Right View:90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations

0.0Barrier Distance to Observer:feet
Barrier Type (0-Wall, 1-Berm):0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

77.72 -16.82 1.31 -1.20 0.000 0.000

82.99 -20.77 1.31 -1.20 0.000 0.000
-4.61
-4.87
-5.50
Medium Trucks:

Heavy Trucks:

Autos:

66.51 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos:0.000

2.297

8.006

40.460

40.241

40.262
Grade Adjustment:0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

67.0 66.1 64.4 58.3 67.566.9

61.0 62.3

60.5 54.2 52.6 61.361.1

61.9 52.9 54.1 62.662.5
Vehicle Noise:69.0 68.3 65.0 60.5 69.569.0
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 55 dBA60 dBA
38 82 379176
41 87 406188
Sunday, December 4, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name:Upland Colonies
Job Number:14319
Road Segment:s/o 14th St.

Road Name:Campus Av.

Scenario:E
16,608

7.90%

44.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume:1,312 vehicles
Centerline Dist. to Barrier:

44.0Centerline Dist. to Observer:

Near/Far Lane Distance:36 feet
REMEL Traffic Flow Distance
-0.26
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos:77.5%12.9%9.6%97.42%

84.8%4.9%10.3%1.84%

86.5%2.7%10.8%0.74%

1.28 Finite Road
-1.20
Left View:-90.0
Right View:90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations

0.0Barrier Distance to Observer:feet
Barrier Type (0-Wall, 1-Berm):0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

77.72 -17.50 1.31 -1.20 0.000 0.000

82.99 -21.45 1.31 -1.20 0.000 0.000
-4.61
-4.87
-5.50
Medium Trucks:

Heavy Trucks:

Autos:

66.51 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos:0.000

2.297

8.006

40.460

40.241

40.262
Grade Adjustment:0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

66.3 65.5 63.7 57.6 66.966.3

60.3 61.6

59.8 53.5 51.9 60.660.4

61.2 52.2 53.5 61.961.8
Vehicle Noise:68.3 67.6 64.4 59.8 68.868.3
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 55 dBA60 dBA
34 74 341158
37 79 366170
Sunday, December 4, 2022

Page 3315 of 3744 ends

FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name:Upland Colonies
Job Number:14319
Road Segment:w/o Campus Av.

Road Name:16th St.

Scenario:E
22,614

7.90%

44.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume:1,787 vehicles
Centerline Dist. to Barrier:

44.0Centerline Dist. to Observer:

Near/Far Lane Distance:36 feet
REMEL Traffic Flow Distance

0.57 VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos:77.5%12.9%9.6%97.42%

84.8%4.9%10.3%1.84%

86.5%2.7%10.8%0.74%

1.28 Finite Road
-1.20
Left View:-90.0
Right View:90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations

0.0Barrier Distance to Observer:feet
Barrier Type (0-Wall, 1-Berm):0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

79.45 -16.67 1.31 -1.20 0.000 0.000

84.25 -20.63 1.31 -1.20 0.000 0.000
-4.61
-4.87
-5.50
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos:0.000

2.297

8.006

40.460

40.241

40.262
Grade Adjustment:0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

69.1 68.2 66.5 60.4 69.669.0

62.9 63.7

62.4 56.0 54.5 63.263.0

63.3 54.3 55.6 64.063.9
Vehicle Noise:71.0 70.2 67.1 62.4 71.470.9
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 55 dBA60 dBA
51 110 509236
55 118 546253
Sunday, December 4, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name:Upland Colonies
Job Number:14319
Road Segment:e/o Campus Av.

Road Name:16th St.

Scenario:E
23,465

7.90%

44.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume:1,854 vehicles
Centerline Dist. to Barrier:

44.0Centerline Dist. to Observer:

Near/Far Lane Distance:36 feet
REMEL Traffic Flow Distance

0.73 VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos:77.5%12.9%9.6%97.42%

84.8%4.9%10.3%1.84%

86.5%2.7%10.8%0.74%

1.28 Finite Road
-1.20
Left View:-90.0
Right View:90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations

0.0Barrier Distance to Observer:feet
Barrier Type (0-Wall, 1-Berm):0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

79.45 -16.51 1.31 -1.20 0.000 0.000

84.25 -20.46 1.31 -1.20 0.000 0.000
-4.61
-4.87
-5.50
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos:0.000

2.297

8.006

40.460

40.241

40.262
Grade Adjustment:0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

69.3 68.4 66.6 60.6 69.869.2

63.1 63.9

62.6 56.2 54.7 63.463.1

63.5 54.5 55.7 64.264.1
Vehicle Noise:71.1 70.4 67.2 62.6 71.671.1
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 55 dBA60 dBA
52 112 522242
56 121 559260
Sunday, December 4, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name:Upland Colonies
Job Number:14319
Road Segment:w/o Campus Av.

Road Name:15th St.

Scenario:E
2,870

7.90%

33.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume:227 vehicles
Centerline Dist. to Barrier:

33.0Centerline Dist. to Observer:

Near/Far Lane Distance:12 feet
REMEL Traffic Flow Distance
-7.31
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos:77.5%12.9%9.6%97.42%

84.8%4.9%10.3%1.84%

86.5%2.7%10.8%0.74%

2.64 Finite Road
-1.20
Left View:-90.0
Right View:90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations

0.0Barrier Distance to Observer:feet
Barrier Type (0-Wall, 1-Berm):0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

75.75 -24.54 2.69 -1.20 0.000 0.000

81.57 -28.50 2.69 -1.20 0.000 0.000
-4.52
-4.86
-5.69
Medium Trucks:

Heavy Trucks:

Autos:

64.30 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos:0.000

2.297

8.006

32.833

32.562

32.589
Grade Adjustment:0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

58.4 57.6 55.8 49.7 59.058.4

52.7 54.6

52.2 45.9 44.3 53.052.8

54.2 45.1 46.4 54.954.7
Vehicle Noise:60.7 60.0 56.5 52.2 61.160.7
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 55 dBA60 dBA
8 17 7937
8 18 8439
Sunday, December 4, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name:Upland Colonies
Job Number:14319
Road Segment:e/o Campus Av.

Road Name:15th St.

Scenario:E
100

7.90%

33.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume:8 vehicles
Centerline Dist. to Barrier:

33.0Centerline Dist. to Observer:

Near/Far Lane Distance:12 feet
REMEL Traffic Flow Distance
-20.42
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos:77.5%12.9%9.6%97.42%

84.8%4.9%10.3%1.84%

86.5%2.7%10.8%0.74%

2.64 Finite Road
-1.20
Left View:-90.0
Right View:90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations

0.0Barrier Distance to Observer:feet
Barrier Type (0-Wall, 1-Berm):0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

70.80 -37.66 2.69 -1.20 0.000 0.000

77.97 -41.62 2.69 -1.20 0.000 0.000
-4.52
-4.86
-5.69
Medium Trucks:

Heavy Trucks:

Autos:

58.73 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos:0.000

2.297

8.006

32.833

32.562

32.589
Grade Adjustment:0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

39.7 38.9 37.1 31.1 40.339.7

34.6 37.8

34.1 27.8 26.2 34.934.7

37.4 28.4 29.7 38.138.0
Vehicle Noise:42.7 42.0 38.1 34.2 43.142.7
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 55 dBA60 dBA
0 1 52
1 1 52
Sunday, December 4, 2022

Page 3316 of 3744 ends

FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name:Upland Colonies
Job Number:14319
Road Segment:w/o Grove Av.

Road Name:15th St.

Scenario:E
127

7.90%

33.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume:10 vehicles
Centerline Dist. to Barrier:

33.0Centerline Dist. to Observer:

Near/Far Lane Distance:12 feet
REMEL Traffic Flow Distance
-19.38
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos:77.5%12.9%9.6%97.42%

84.8%4.9%10.3%1.84%

86.5%2.7%10.8%0.74%

2.64 Finite Road
-1.20
Left View:-90.0
Right View:90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations

0.0Barrier Distance to Observer:feet
Barrier Type (0-Wall, 1-Berm):0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

70.80 -36.62 2.69 -1.20 0.000 0.000

77.97 -40.58 2.69 -1.20 0.000 0.000
-4.52
-4.86
-5.69
Medium Trucks:

Heavy Trucks:

Autos:

58.73 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos:0.000

2.297

8.006

32.833

32.562

32.589
Grade Adjustment:0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

40.8 39.9 38.1 32.1 41.340.7

35.7 38.9

35.2 28.8 27.3 36.035.7

38.5 29.4 30.7 39.239.0
Vehicle Noise:43.7 43.0 39.1 35.2 44.143.7
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 55 dBA60 dBA
1 1 63
1 1 63
Sunday, December 4, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name:Upland Colonies
Job Number:14319
Road Segment:w/o Campus Av.

Road Name:14th St.

Scenario:E
3,581

7.90%

33.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume:283 vehicles
Centerline Dist. to Barrier:

33.0Centerline Dist. to Observer:

Near/Far Lane Distance:12 feet
REMEL Traffic Flow Distance
-6.34
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos:77.5%12.9%9.6%97.42%

84.8%4.9%10.3%1.84%

86.5%2.7%10.8%0.74%

2.64 Finite Road
-1.20
Left View:-90.0
Right View:90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations

0.0Barrier Distance to Observer:feet
Barrier Type (0-Wall, 1-Berm):0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

75.75 -23.58 2.69 -1.20 0.000 0.000

81.57 -27.54 2.69 -1.20 0.000 0.000
-4.52
-4.86
-5.69
Medium Trucks:

Heavy Trucks:

Autos:

64.30 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos:0.000

2.297

8.006

32.833

32.562

32.589
Grade Adjustment:0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

59.4 58.5 56.8 50.7 59.959.3

53.7 55.5

53.2 46.8 45.3 54.053.7

55.1 46.1 47.3 55.855.7
Vehicle Noise:61.6 60.9 57.5 53.1 62.161.6
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 55 dBA60 dBA
9 20 9243
10 21 9845
Sunday, December 4, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name:Upland Colonies
Job Number:14319
Road Segment:n/o 16th St.

Road Name:Campus Av.

Scenario:E+P
21,084

7.90%

44.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume:1,666 vehicles
Centerline Dist. to Barrier:

44.0Centerline Dist. to Observer:

Near/Far Lane Distance:36 feet
REMEL Traffic Flow Distance

0.78 VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos:77.5%12.9%9.6%97.42%

84.8%4.9%10.3%1.84%

86.5%2.7%10.8%0.74%

1.28 Finite Road
-1.20
Left View:-90.0
Right View:90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations

0.0Barrier Distance to Observer:feet
Barrier Type (0-Wall, 1-Berm):0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

77.72 -16.46 1.31 -1.20 0.000 0.000

82.99 -20.42 1.31 -1.20 0.000 0.000
-4.61
-4.87
-5.50
Medium Trucks:

Heavy Trucks:

Autos:

66.51 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos:0.000

2.297

8.006

40.460

40.241

40.262
Grade Adjustment:0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

67.4 66.5 64.7 58.7 67.967.3

61.4 62.7

60.9 54.5 53.0 61.761.4

62.3 53.3 54.5 63.062.9
Vehicle Noise:69.4 68.7 65.4 60.8 69.869.4
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 55 dBA60 dBA
40 86 400186
43 92 429199
Sunday, December 4, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name:Upland Colonies
Job Number:14319
Road Segment:s/o 16th St.

Road Name:Campus Av.

Scenario:E+P
20,630

7.90%

44.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume:1,630 vehicles
Centerline Dist. to Barrier:

44.0Centerline Dist. to Observer:

Near/Far Lane Distance:36 feet
REMEL Traffic Flow Distance

0.68 VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos:77.5%12.9%9.6%97.42%

84.8%4.9%10.3%1.84%

86.5%2.7%10.8%0.74%

1.28 Finite Road
-1.20
Left View:-90.0
Right View:90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations

0.0Barrier Distance to Observer:feet
Barrier Type (0-Wall, 1-Berm):0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

77.72 -16.56 1.31 -1.20 0.000 0.000

82.99 -20.51 1.31 -1.20 0.000 0.000
-4.61
-4.87
-5.50
Medium Trucks:

Heavy Trucks:

Autos:

66.51 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos:0.000

2.297

8.006

40.460

40.241

40.262
Grade Adjustment:0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

67.3 66.4 64.6 58.6 67.867.2

61.3 62.6

60.8 54.4 52.9 61.661.3

62.2 53.2 54.4 62.962.8
Vehicle Noise:69.3 68.6 65.3 60.8 69.769.3
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 55 dBA60 dBA
39 85 395183
42 91 422196
Sunday, December 4, 2022

Page 3317 of 3744 ends

FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name:Upland Colonies
Job Number:14319
Road Segment:n/o 14th St.

Road Name:Campus Av.

Scenario:E+P
19,733

7.90%

44.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume:1,559 vehicles
Centerline Dist. to Barrier:

44.0Centerline Dist. to Observer:

Near/Far Lane Distance:36 feet
REMEL Traffic Flow Distance

0.49 VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos:77.5%12.9%9.6%97.42%

84.8%4.9%10.3%1.84%

86.5%2.7%10.8%0.74%

1.28 Finite Road
-1.20
Left View:-90.0
Right View:90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations

0.0Barrier Distance to Observer:feet
Barrier Type (0-Wall, 1-Berm):0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

77.72 -16.75 1.31 -1.20 0.000 0.000

82.99 -20.71 1.31 -1.20 0.000 0.000
-4.61
-4.87
-5.50
Medium Trucks:

Heavy Trucks:

Autos:

66.51 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos:0.000

2.297

8.006

40.460

40.241

40.262
Grade Adjustment:0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

67.1 66.2 64.4 58.4 67.667.0

61.1 62.4

60.6 54.2 52.7 61.461.1

62.0 53.0 54.2 62.762.6
Vehicle Noise:69.1 68.4 65.1 60.6 69.569.1
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 55 dBA60 dBA
38 83 383178
41 88 410190
Sunday, December 4, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name:Upland Colonies
Job Number:14319
Road Segment:s/o 14th St.

Road Name:Campus Av.

Scenario:E+P
16,730

7.90%

44.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume:1,322 vehicles
Centerline Dist. to Barrier:

44.0Centerline Dist. to Observer:

Near/Far Lane Distance:36 feet
REMEL Traffic Flow Distance
-0.23
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos:77.5%12.9%9.6%97.42%

84.8%4.9%10.3%1.84%

86.5%2.7%10.8%0.74%

1.28 Finite Road
-1.20
Left View:-90.0
Right View:90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations

0.0Barrier Distance to Observer:feet
Barrier Type (0-Wall, 1-Berm):0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

77.72 -17.47 1.31 -1.20 0.000 0.000

82.99 -21.42 1.31 -1.20 0.000 0.000
-4.61
-4.87
-5.50
Medium Trucks:

Heavy Trucks:

Autos:

66.51 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos:0.000

2.297

8.006

40.460

40.241

40.262
Grade Adjustment:0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

66.4 65.5 63.7 57.7 66.966.3

60.4 61.7

59.9 53.5 52.0 60.760.4

61.3 52.2 53.5 62.061.9
Vehicle Noise:68.4 67.7 64.4 59.8 68.868.4
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 55 dBA60 dBA
34 74 343159
37 79 367171
Sunday, December 4, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name:Upland Colonies
Job Number:14319
Road Segment:w/o Campus Av.

Road Name:16th St.

Scenario:E+P
22,644

7.90%

44.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume:1,789 vehicles
Centerline Dist. to Barrier:

44.0Centerline Dist. to Observer:

Near/Far Lane Distance:36 feet
REMEL Traffic Flow Distance

0.57 VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos:77.5%12.9%9.6%97.42%

84.8%4.9%10.3%1.84%

86.5%2.7%10.8%0.74%

1.28 Finite Road
-1.20
Left View:-90.0
Right View:90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations

0.0Barrier Distance to Observer:feet
Barrier Type (0-Wall, 1-Berm):0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

79.45 -16.66 1.31 -1.20 0.000 0.000

84.25 -20.62 1.31 -1.20 0.000 0.000
-4.61
-4.87
-5.50
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos:0.000

2.297

8.006

40.460

40.241

40.262
Grade Adjustment:0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

69.1 68.2 66.5 60.4 69.669.0

62.9 63.7

62.4 56.1 54.5 63.263.0

63.3 54.3 55.6 64.063.9
Vehicle Noise:71.0 70.2 67.1 62.4 71.471.0
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 55 dBA60 dBA
51 110 509236
55 118 546254
Sunday, December 4, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name:Upland Colonies
Job Number:14319
Road Segment:e/o Campus Av.

Road Name:16th St.

Scenario:E+P
23,527

7.90%

44.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume:1,859 vehicles
Centerline Dist. to Barrier:

44.0Centerline Dist. to Observer:

Near/Far Lane Distance:36 feet
REMEL Traffic Flow Distance

0.74 VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos:77.5%12.9%9.6%97.42%

84.8%4.9%10.3%1.84%

86.5%2.7%10.8%0.74%

1.28 Finite Road
-1.20
Left View:-90.0
Right View:90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations

0.0Barrier Distance to Observer:feet
Barrier Type (0-Wall, 1-Berm):0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

79.45 -16.50 1.31 -1.20 0.000 0.000

84.25 -20.45 1.31 -1.20 0.000 0.000
-4.61
-4.87
-5.50
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos:0.000

2.297

8.006

40.460

40.241

40.262
Grade Adjustment:0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

69.3 68.4 66.6 60.6 69.869.2

63.1 63.9

62.6 56.2 54.7 63.463.1

63.5 54.5 55.7 64.264.1
Vehicle Noise:71.1 70.4 67.2 62.6 71.671.1
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 55 dBA60 dBA
52 113 522243
56 121 560260
Sunday, December 4, 2022

Page 3318 of 3744 ends

FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name:Upland Colonies
Job Number:14319
Road Segment:w/o Campus Av.

Road Name:15th St.

Scenario:E+P
2,900

7.90%

33.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume:229 vehicles
Centerline Dist. to Barrier:

33.0Centerline Dist. to Observer:

Near/Far Lane Distance:12 feet
REMEL Traffic Flow Distance
-7.26
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos:77.5%12.9%9.6%97.42%

84.8%4.9%10.3%1.84%

86.5%2.7%10.8%0.74%

2.64 Finite Road
-1.20
Left View:-90.0
Right View:90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations

0.0Barrier Distance to Observer:feet
Barrier Type (0-Wall, 1-Berm):0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

75.75 -24.50 2.69 -1.20 0.000 0.000

81.57 -28.45 2.69 -1.20 0.000 0.000
-4.52
-4.86
-5.69
Medium Trucks:

Heavy Trucks:

Autos:

64.30 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos:0.000

2.297

8.006

32.833

32.562

32.589
Grade Adjustment:0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

58.5 57.6 55.8 49.8 59.058.4

52.7 54.6

52.3 45.9 44.4 53.052.8

54.2 45.2 46.4 54.954.8
Vehicle Noise:60.7 60.0 56.6 52.2 61.260.7
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 55 dBA60 dBA
8 17 8037
8 18 8539
Sunday, December 4, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name:Upland Colonies
Job Number:14319
Road Segment:e/o Campus Av.

Road Name:15th St.

Scenario:E+P
609

7.90%

33.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume:48 vehicles
Centerline Dist. to Barrier:

33.0Centerline Dist. to Observer:

Near/Far Lane Distance:12 feet
REMEL Traffic Flow Distance
-12.58
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos:77.5%12.9%9.6%97.42%

84.8%4.9%10.3%1.84%

86.5%2.7%10.8%0.74%

2.64 Finite Road
-1.20
Left View:-90.0
Right View:90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations

0.0Barrier Distance to Observer:feet
Barrier Type (0-Wall, 1-Berm):0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

70.80 -29.81 2.69 -1.20 0.000 0.000

77.97 -33.77 2.69 -1.20 0.000 0.000
-4.52
-4.86
-5.69
Medium Trucks:

Heavy Trucks:

Autos:

58.73 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos:0.000

2.297

8.006

32.833

32.562

32.589
Grade Adjustment:0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

47.6 46.7 45.0 38.9 48.147.5

42.5 45.7

42.0 35.6 34.1 42.842.5

45.3 36.3 37.5 46.045.9
Vehicle Noise:50.5 49.8 45.9 42.0 50.950.5
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 55 dBA60 dBA
2 4 178
2 4 188
Sunday, December 4, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name:Upland Colonies
Job Number:14319
Road Segment:w/o Grove Av.

Road Name:15th St.

Scenario:E+P
219

7.90%

33.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume:17 vehicles
Centerline Dist. to Barrier:

33.0Centerline Dist. to Observer:

Near/Far Lane Distance:12 feet
REMEL Traffic Flow Distance
-17.02
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos:77.5%12.9%9.6%97.42%

84.8%4.9%10.3%1.84%

86.5%2.7%10.8%0.74%

2.64 Finite Road
-1.20
Left View:-90.0
Right View:90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations

0.0Barrier Distance to Observer:feet
Barrier Type (0-Wall, 1-Berm):0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

70.80 -34.26 2.69 -1.20 0.000 0.000

77.97 -38.21 2.69 -1.20 0.000 0.000
-4.52
-4.86
-5.69
Medium Trucks:

Heavy Trucks:

Autos:

58.73 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos:0.000

2.297

8.006

32.833

32.562

32.589
Grade Adjustment:0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

43.2 42.3 40.5 34.5 43.743.1

38.0 41.2

37.5 31.2 29.6 38.338.1

40.8 31.8 33.1 41.541.4
Vehicle Noise:46.1 45.4 41.5 37.6 46.546.1
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 55 dBA60 dBA
1 2 84
1 2 94
Sunday, December 4, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name:Upland Colonies
Job Number:14319
Road Segment:w/o Campus Av.

Road Name:14th St.

Scenario:E+P
3,673

7.90%

33.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume:290 vehicles
Centerline Dist. to Barrier:

33.0Centerline Dist. to Observer:

Near/Far Lane Distance:12 feet
REMEL Traffic Flow Distance
-6.23
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos:77.5%12.9%9.6%97.42%

84.8%4.9%10.3%1.84%

86.5%2.7%10.8%0.74%

2.64 Finite Road
-1.20
Left View:-90.0
Right View:90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations

0.0Barrier Distance to Observer:feet
Barrier Type (0-Wall, 1-Berm):0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

75.75 -23.47 2.69 -1.20 0.000 0.000

81.57 -27.43 2.69 -1.20 0.000 0.000
-4.52
-4.86
-5.69
Medium Trucks:

Heavy Trucks:

Autos:

64.30 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos:0.000

2.297

8.006

32.833

32.562

32.589
Grade Adjustment:0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

59.5 58.6 56.9 50.8 60.059.4

53.8 55.6

53.3 46.9 45.4 54.153.8

55.2 46.2 47.4 55.955.8
Vehicle Noise:61.7 61.1 57.6 53.2 62.261.8
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 55 dBA60 dBA
9 20 9343
10 21 9946
Sunday, December 4, 2022

Page 3319 of 3744 ends

FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name:Upland Colonies
Job Number:14319
Road Segment:n/o 16th St.

Road Name:Campus Av.

Scenario:OYC
22,885

7.90%

44.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume:1,808 vehicles
Centerline Dist. to Barrier:

44.0Centerline Dist. to Observer:

Near/Far Lane Distance:36 feet
REMEL Traffic Flow Distance

1.13 VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos:77.5%12.9%9.6%97.42%

84.8%4.9%10.3%1.84%

86.5%2.7%10.8%0.74%

1.28 Finite Road
-1.20
Left View:-90.0
Right View:90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations

0.0Barrier Distance to Observer:feet
Barrier Type (0-Wall, 1-Berm):0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

77.72 -16.11 1.31 -1.20 0.000 0.000

82.99 -20.06 1.31 -1.20 0.000 0.000
-4.61
-4.87
-5.50
Medium Trucks:

Heavy Trucks:

Autos:

66.51 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos:0.000

2.297

8.006

40.460

40.241

40.262
Grade Adjustment:0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

67.7 66.8 65.1 59.0 68.367.6

61.7 63.0

61.2 54.9 53.3 62.061.8

62.6 53.6 54.9 63.363.2
Vehicle Noise:69.7 69.0 65.7 61.2 70.269.7
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 55 dBA60 dBA
42 91 423196
45 98 453210
Sunday, December 4, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name:Upland Colonies
Job Number:14319
Road Segment:s/o 16th St.

Road Name:Campus Av.

Scenario:OYC
22,946

7.90%

44.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume:1,813 vehicles
Centerline Dist. to Barrier:

44.0Centerline Dist. to Observer:

Near/Far Lane Distance:36 feet
REMEL Traffic Flow Distance

1.14 VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos:77.5%12.9%9.6%97.42%

84.8%4.9%10.3%1.84%

86.5%2.7%10.8%0.74%

1.28 Finite Road
-1.20
Left View:-90.0
Right View:90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations

0.0Barrier Distance to Observer:feet
Barrier Type (0-Wall, 1-Berm):0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

77.72 -16.09 1.31 -1.20 0.000 0.000

82.99 -20.05 1.31 -1.20 0.000 0.000
-4.61
-4.87
-5.50
Medium Trucks:

Heavy Trucks:

Autos:

66.51 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos:0.000

2.297

8.006

40.460

40.241

40.262
Grade Adjustment:0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

67.7 66.9 65.1 59.0 68.367.7

61.7 63.1

61.2 54.9 53.3 62.061.8

62.7 53.6 54.9 63.363.2
Vehicle Noise:69.7 69.0 65.8 61.2 70.269.8
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 55 dBA60 dBA
42 91 424197
45 98 453210
Sunday, December 4, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name:Upland Colonies
Job Number:14319
Road Segment:n/o 14th St.

Road Name:Campus Av.

Scenario:OYC
22,284

7.90%

44.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume:1,760 vehicles
Centerline Dist. to Barrier:

44.0Centerline Dist. to Observer:

Near/Far Lane Distance:36 feet
REMEL Traffic Flow Distance

1.02 VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos:77.5%12.9%9.6%97.42%

84.8%4.9%10.3%1.84%

86.5%2.7%10.8%0.74%

1.28 Finite Road
-1.20
Left View:-90.0
Right View:90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations

0.0Barrier Distance to Observer:feet
Barrier Type (0-Wall, 1-Berm):0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

77.72 -16.22 1.31 -1.20 0.000 0.000

82.99 -20.18 1.31 -1.20 0.000 0.000
-4.61
-4.87
-5.50
Medium Trucks:

Heavy Trucks:

Autos:

66.51 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos:0.000

2.297

8.006

40.460

40.241

40.262
Grade Adjustment:0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

67.6 66.7 65.0 58.9 68.167.5

61.6 62.9

61.1 54.8 53.2 61.961.7

62.5 53.5 54.7 63.263.1
Vehicle Noise:69.6 68.9 65.6 61.1 70.169.6
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 55 dBA60 dBA
42 89 415193
44 96 445206
Sunday, December 4, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name:Upland Colonies
Job Number:14319
Road Segment:s/o 14th St.

Road Name:Campus Av.

Scenario:OYC
19,613

7.90%

44.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume:1,549 vehicles
Centerline Dist. to Barrier:

44.0Centerline Dist. to Observer:

Near/Far Lane Distance:36 feet
REMEL Traffic Flow Distance

0.46 VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos:77.5%12.9%9.6%97.42%

84.8%4.9%10.3%1.84%

86.5%2.7%10.8%0.74%

1.28 Finite Road
-1.20
Left View:-90.0
Right View:90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations

0.0Barrier Distance to Observer:feet
Barrier Type (0-Wall, 1-Berm):0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

77.72 -16.78 1.31 -1.20 0.000 0.000

82.99 -20.73 1.31 -1.20 0.000 0.000
-4.61
-4.87
-5.50
Medium Trucks:

Heavy Trucks:

Autos:

66.51 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos:0.000

2.297

8.006

40.460

40.241

40.262
Grade Adjustment:0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

67.0 66.2 64.4 58.4 67.667.0

61.1 62.4

60.6 54.2 52.7 61.461.1

62.0 52.9 54.2 62.762.5
Vehicle Noise:69.1 68.4 65.1 60.5 69.569.1
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 55 dBA60 dBA
38 82 381177
41 88 408190
Sunday, December 4, 2022

Page 3320 of 3744 ends

FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name:Upland Colonies
Job Number:14319
Road Segment:w/o Campus Av.

Road Name:16th St.

Scenario:OYC
24,318

7.90%

44.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume:1,921 vehicles
Centerline Dist. to Barrier:

44.0Centerline Dist. to Observer:

Near/Far Lane Distance:36 feet
REMEL Traffic Flow Distance

0.88 VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos:77.5%12.9%9.6%97.42%

84.8%4.9%10.3%1.84%

86.5%2.7%10.8%0.74%

1.28 Finite Road
-1.20
Left View:-90.0
Right View:90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations

0.0Barrier Distance to Observer:feet
Barrier Type (0-Wall, 1-Berm):0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

79.45 -16.35 1.31 -1.20 0.000 0.000

84.25 -20.31 1.31 -1.20 0.000 0.000
-4.61
-4.87
-5.50
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos:0.000

2.297

8.006

40.460

40.241

40.262
Grade Adjustment:0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

69.4 68.5 66.8 60.7 70.069.3

63.2 64.1

62.7 56.4 54.8 63.563.3

63.7 54.6 55.9 64.364.2
Vehicle Noise:71.3 70.5 67.4 62.7 71.771.3
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 55 dBA60 dBA
53 115 534248
57 123 573266
Sunday, December 4, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name:Upland Colonies
Job Number:14319
Road Segment:e/o Campus Av.

Road Name:16th St.

Scenario:OYC
25,221

7.90%

44.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume:1,992 vehicles
Centerline Dist. to Barrier:

44.0Centerline Dist. to Observer:

Near/Far Lane Distance:36 feet
REMEL Traffic Flow Distance

1.04 VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos:77.5%12.9%9.6%97.42%

84.8%4.9%10.3%1.84%

86.5%2.7%10.8%0.74%

1.28 Finite Road
-1.20
Left View:-90.0
Right View:90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations

0.0Barrier Distance to Observer:feet
Barrier Type (0-Wall, 1-Berm):0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

79.45 -16.20 1.31 -1.20 0.000 0.000

84.25 -20.15 1.31 -1.20 0.000 0.000
-4.61
-4.87
-5.50
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos:0.000

2.297

8.006

40.460

40.241

40.262
Grade Adjustment:0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

69.6 68.7 66.9 60.9 70.169.5

63.4 64.2

62.9 56.5 55.0 63.763.4

63.8 54.8 56.0 64.564.4
Vehicle Noise:71.4 70.7 67.6 62.9 71.971.4
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 55 dBA60 dBA
55 118 547254
59 126 587272
Sunday, December 4, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name:Upland Colonies
Job Number:14319
Road Segment:w/o Campus Av.

Road Name:15th St.

Scenario:OYC
3,365

7.90%

33.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume:266 vehicles
Centerline Dist. to Barrier:

33.0Centerline Dist. to Observer:

Near/Far Lane Distance:12 feet
REMEL Traffic Flow Distance
-6.61
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos:77.5%12.9%9.6%97.42%

84.8%4.9%10.3%1.84%

86.5%2.7%10.8%0.74%

2.64 Finite Road
-1.20
Left View:-90.0
Right View:90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations

0.0Barrier Distance to Observer:feet
Barrier Type (0-Wall, 1-Berm):0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

75.75 -23.85 2.69 -1.20 0.000 0.000

81.57 -27.81 2.69 -1.20 0.000 0.000
-4.52
-4.86
-5.69
Medium Trucks:

Heavy Trucks:

Autos:

64.30 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos:0.000

2.297

8.006

32.833

32.562

32.589
Grade Adjustment:0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

59.1 58.3 56.5 50.4 59.759.1

53.4 55.2

52.9 46.5 45.0 53.753.5

54.8 45.8 47.1 55.555.4
Vehicle Noise:61.4 60.7 57.2 52.9 61.861.4
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 55 dBA60 dBA
9 19 8841
9 20 9444
Sunday, December 4, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name:Upland Colonies
Job Number:14319
Road Segment:e/o Campus Av.

Road Name:15th St.

Scenario:OYC
105

7.90%

33.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume:8 vehicles
Centerline Dist. to Barrier:

33.0Centerline Dist. to Observer:

Near/Far Lane Distance:12 feet
REMEL Traffic Flow Distance
-20.21
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos:77.5%12.9%9.6%97.42%

84.8%4.9%10.3%1.84%

86.5%2.7%10.8%0.74%

2.64 Finite Road
-1.20
Left View:-90.0
Right View:90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations

0.0Barrier Distance to Observer:feet
Barrier Type (0-Wall, 1-Berm):0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

70.80 -37.45 2.69 -1.20 0.000 0.000

77.97 -41.40 2.69 -1.20 0.000 0.000
-4.52
-4.86
-5.69
Medium Trucks:

Heavy Trucks:

Autos:

58.73 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos:0.000

2.297

8.006

32.833

32.562

32.589
Grade Adjustment:0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

40.0 39.1 37.3 31.3 40.539.9

34.8 38.1

34.4 28.0 26.4 35.134.9

37.7 28.6 29.9 38.438.2
Vehicle Noise:42.9 42.2 38.3 34.4 43.342.9
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 55 dBA60 dBA
1 1 52
1 1 53
Sunday, December 4, 2022

Page 3321 of 3744 ends

FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name:Upland Colonies
Job Number:14319
Road Segment:w/o Grove Av.

Road Name:15th St.

Scenario:OYC
135

7.90%

33.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume:11 vehicles
Centerline Dist. to Barrier:

33.0Centerline Dist. to Observer:

Near/Far Lane Distance:12 feet
REMEL Traffic Flow Distance
-19.13
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos:77.5%12.9%9.6%97.42%

84.8%4.9%10.3%1.84%

86.5%2.7%10.8%0.74%

2.64 Finite Road
-1.20
Left View:-90.0
Right View:90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations

0.0Barrier Distance to Observer:feet
Barrier Type (0-Wall, 1-Berm):0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

70.80 -36.37 2.69 -1.20 0.000 0.000

77.97 -40.32 2.69 -1.20 0.000 0.000
-4.52
-4.86
-5.69
Medium Trucks:

Heavy Trucks:

Autos:

58.73 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos:0.000

2.297

8.006

32.833

32.562

32.589
Grade Adjustment:0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

41.0 40.2 38.4 32.3 41.641.0

35.9 39.1

35.4 29.1 27.5 36.236.0

38.7 29.7 31.0 39.439.3
Vehicle Noise:43.9 43.3 39.4 35.5 44.444.0
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 55 dBA60 dBA
1 1 63
1 1 63
Sunday, December 4, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name:Upland Colonies
Job Number:14319
Road Segment:w/o Campus Av.

Road Name:14th St.

Scenario:OYC
4,120

7.90%

33.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume:325 vehicles
Centerline Dist. to Barrier:

33.0Centerline Dist. to Observer:

Near/Far Lane Distance:12 feet
REMEL Traffic Flow Distance
-5.73
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos:77.5%12.9%9.6%97.42%

84.8%4.9%10.3%1.84%

86.5%2.7%10.8%0.74%

2.64 Finite Road
-1.20
Left View:-90.0
Right View:90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations

0.0Barrier Distance to Observer:feet
Barrier Type (0-Wall, 1-Berm):0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

75.75 -22.97 2.69 -1.20 0.000 0.000

81.57 -26.93 2.69 -1.20 0.000 0.000
-4.52
-4.86
-5.69
Medium Trucks:

Heavy Trucks:

Autos:

64.30 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos:0.000

2.297

8.006

32.833

32.562

32.589
Grade Adjustment:0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

60.0 59.1 57.4 51.3 60.559.9

54.3 56.1

53.8 47.4 45.9 54.654.3

55.7 46.7 47.9 56.456.3
Vehicle Noise:62.2 61.6 58.1 53.7 62.762.3
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 55 dBA60 dBA
10 22 10147
11 23 10750
Sunday, December 4, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name:Upland Colonies
Job Number:14319
Road Segment:n/o 16th St.

Road Name:Campus Av.

Scenario:OYC+P
23,069

7.90%

44.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume:1,822 vehicles
Centerline Dist. to Barrier:

44.0Centerline Dist. to Observer:

Near/Far Lane Distance:36 feet
REMEL Traffic Flow Distance

1.17 VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos:77.5%12.9%9.6%97.42%

84.8%4.9%10.3%1.84%

86.5%2.7%10.8%0.74%

1.28 Finite Road
-1.20
Left View:-90.0
Right View:90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations

0.0Barrier Distance to Observer:feet
Barrier Type (0-Wall, 1-Berm):0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

77.72 -16.07 1.31 -1.20 0.000 0.000

82.99 -20.03 1.31 -1.20 0.000 0.000
-4.61
-4.87
-5.50
Medium Trucks:

Heavy Trucks:

Autos:

66.51 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos:0.000

2.297

8.006

40.460

40.241

40.262
Grade Adjustment:0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

67.8 66.9 65.1 59.1 68.367.7

61.8 63.1

61.3 54.9 53.4 62.161.8

62.7 53.6 54.9 63.463.2
Vehicle Noise:69.8 69.1 65.8 61.2 70.269.8
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 55 dBA60 dBA
43 92 425197
46 98 455211
Sunday, December 4, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name:Upland Colonies
Job Number:14319
Road Segment:s/o 16th St.

Road Name:Campus Av.

Scenario:OYC+P
23,222

7.90%

44.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume:1,835 vehicles
Centerline Dist. to Barrier:

44.0Centerline Dist. to Observer:

Near/Far Lane Distance:36 feet
REMEL Traffic Flow Distance

1.20 VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos:77.5%12.9%9.6%97.42%

84.8%4.9%10.3%1.84%

86.5%2.7%10.8%0.74%

1.28 Finite Road
-1.20
Left View:-90.0
Right View:90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations

0.0Barrier Distance to Observer:feet
Barrier Type (0-Wall, 1-Berm):0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

77.72 -16.04 1.31 -1.20 0.000 0.000

82.99 -20.00 1.31 -1.20 0.000 0.000
-4.61
-4.87
-5.50
Medium Trucks:

Heavy Trucks:

Autos:

66.51 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos:0.000

2.297

8.006

40.460

40.241

40.262
Grade Adjustment:0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

67.8 66.9 65.1 59.1 68.367.7

61.8 63.1

61.3 54.9 53.4 62.161.9

62.7 53.7 54.9 63.463.3
Vehicle Noise:69.8 69.1 65.8 61.3 70.269.8
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 55 dBA60 dBA
43 92 427198
46 98 457212
Sunday, December 4, 2022

Page 3322 of 3744 ends

FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name:Upland Colonies
Job Number:14319
Road Segment:n/o 14th St.

Road Name:Campus Av.

Scenario:OYC+P
22,590

7.90%

44.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume:1,785 vehicles
Centerline Dist. to Barrier:

44.0Centerline Dist. to Observer:

Near/Far Lane Distance:36 feet
REMEL Traffic Flow Distance

1.08 VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos:77.5%12.9%9.6%97.42%

84.8%4.9%10.3%1.84%

86.5%2.7%10.8%0.74%

1.28 Finite Road
-1.20
Left View:-90.0
Right View:90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations

0.0Barrier Distance to Observer:feet
Barrier Type (0-Wall, 1-Berm):0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

77.72 -16.16 1.31 -1.20 0.000 0.000

82.99 -20.12 1.31 -1.20 0.000 0.000
-4.61
-4.87
-5.50
Medium Trucks:

Heavy Trucks:

Autos:

66.51 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos:0.000

2.297

8.006

40.460

40.241

40.262
Grade Adjustment:0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

67.7 66.8 65.0 59.0 68.267.6

61.7 63.0

61.2 54.8 53.3 62.061.7

62.6 53.5 54.8 63.363.2
Vehicle Noise:69.7 69.0 65.7 61.1 70.169.7
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 55 dBA60 dBA
42 90 419195
45 97 449208
Sunday, December 4, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name:Upland Colonies
Job Number:14319
Road Segment:s/o 14th St.

Road Name:Campus Av.

Scenario:OYC+P
19,735

7.90%

44.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume:1,559 vehicles
Centerline Dist. to Barrier:

44.0Centerline Dist. to Observer:

Near/Far Lane Distance:36 feet
REMEL Traffic Flow Distance

0.49 VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos:77.5%12.9%9.6%97.42%

84.8%4.9%10.3%1.84%

86.5%2.7%10.8%0.74%

1.28 Finite Road
-1.20
Left View:-90.0
Right View:90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations

0.0Barrier Distance to Observer:feet
Barrier Type (0-Wall, 1-Berm):0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

77.72 -16.75 1.31 -1.20 0.000 0.000

82.99 -20.71 1.31 -1.20 0.000 0.000
-4.61
-4.87
-5.50
Medium Trucks:

Heavy Trucks:

Autos:

66.51 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos:0.000

2.297

8.006

40.460

40.241

40.262
Grade Adjustment:0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

67.1 66.2 64.4 58.4 67.667.0

61.1 62.4

60.6 54.2 52.7 61.461.1

62.0 53.0 54.2 62.762.6
Vehicle Noise:69.1 68.4 65.1 60.6 69.569.1
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 55 dBA60 dBA
38 83 383178
41 88 410190
Sunday, December 4, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name:Upland Colonies
Job Number:14319
Road Segment:w/o Campus Av.

Road Name:16th St.

Scenario:OYC+P
24,348

7.90%

44.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume:1,924 vehicles
Centerline Dist. to Barrier:

44.0Centerline Dist. to Observer:

Near/Far Lane Distance:36 feet
REMEL Traffic Flow Distance

0.89 VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos:77.5%12.9%9.6%97.42%

84.8%4.9%10.3%1.84%

86.5%2.7%10.8%0.74%

1.28 Finite Road
-1.20
Left View:-90.0
Right View:90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations

0.0Barrier Distance to Observer:feet
Barrier Type (0-Wall, 1-Berm):0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

79.45 -16.35 1.31 -1.20 0.000 0.000

84.25 -20.30 1.31 -1.20 0.000 0.000
-4.61
-4.87
-5.50
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos:0.000

2.297

8.006

40.460

40.241

40.262
Grade Adjustment:0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

69.4 68.6 66.8 60.7 70.069.4

63.2 64.1

62.7 56.4 54.8 63.563.3

63.7 54.6 55.9 64.464.2
Vehicle Noise:71.3 70.6 67.4 62.7 71.771.3
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 55 dBA60 dBA
53 115 535248
57 124 573266
Sunday, December 4, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name:Upland Colonies
Job Number:14319
Road Segment:e/o Campus Av.

Road Name:16th St.

Scenario:OYC+P
25,283

7.90%

44.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume:1,997 vehicles
Centerline Dist. to Barrier:

44.0Centerline Dist. to Observer:

Near/Far Lane Distance:36 feet
REMEL Traffic Flow Distance

1.05 VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos:77.5%12.9%9.6%97.42%

84.8%4.9%10.3%1.84%

86.5%2.7%10.8%0.74%

1.28 Finite Road
-1.20
Left View:-90.0
Right View:90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations

0.0Barrier Distance to Observer:feet
Barrier Type (0-Wall, 1-Berm):0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

79.45 -16.18 1.31 -1.20 0.000 0.000

84.25 -20.14 1.31 -1.20 0.000 0.000
-4.61
-4.87
-5.50
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos:0.000

2.297

8.006

40.460

40.241

40.262
Grade Adjustment:0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

69.6 68.7 66.9 60.9 70.169.5

63.4 64.2

62.9 56.5 55.0 63.763.4

63.8 54.8 56.0 64.564.4
Vehicle Noise:71.4 70.7 67.6 62.9 71.971.4
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 55 dBA60 dBA
55 118 548254
59 127 588273
Sunday, December 4, 2022

Page 3323 of 3744 ends

FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name:Upland Colonies
Job Number:14319
Road Segment:w/o Campus Av.

Road Name:15th St.

Scenario:OYC+P
3,395

7.90%

33.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume:268 vehicles
Centerline Dist. to Barrier:

33.0Centerline Dist. to Observer:

Near/Far Lane Distance:12 feet
REMEL Traffic Flow Distance
-6.57
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos:77.5%12.9%9.6%97.42%

84.8%4.9%10.3%1.84%

86.5%2.7%10.8%0.74%

2.64 Finite Road
-1.20
Left View:-90.0
Right View:90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations

0.0Barrier Distance to Observer:feet
Barrier Type (0-Wall, 1-Berm):0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

75.75 -23.81 2.69 -1.20 0.000 0.000

81.57 -27.77 2.69 -1.20 0.000 0.000
-4.52
-4.86
-5.69
Medium Trucks:

Heavy Trucks:

Autos:

64.30 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos:0.000

2.297

8.006

32.833

32.562

32.589
Grade Adjustment:0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

59.2 58.3 56.5 50.5 59.759.1

53.4 55.3

52.9 46.6 45.0 53.753.5

54.9 45.9 47.1 55.655.5
Vehicle Noise:61.4 60.7 57.3 52.9 61.861.4
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 55 dBA60 dBA
9 19 8841
9 20 9444
Sunday, December 4, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name:Upland Colonies
Job Number:14319
Road Segment:e/o Campus Av.

Road Name:15th St.

Scenario:OYC+P
614

7.90%

33.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume:49 vehicles
Centerline Dist. to Barrier:

33.0Centerline Dist. to Observer:

Near/Far Lane Distance:12 feet
REMEL Traffic Flow Distance
-12.54
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos:77.5%12.9%9.6%97.42%

84.8%4.9%10.3%1.84%

86.5%2.7%10.8%0.74%

2.64 Finite Road
-1.20
Left View:-90.0
Right View:90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations

0.0Barrier Distance to Observer:feet
Barrier Type (0-Wall, 1-Berm):0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

70.80 -29.78 2.69 -1.20 0.000 0.000

77.97 -33.73 2.69 -1.20 0.000 0.000
-4.52
-4.86
-5.69
Medium Trucks:

Heavy Trucks:

Autos:

58.73 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos:0.000

2.297

8.006

32.833

32.562

32.589
Grade Adjustment:0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

47.6 46.8 45.0 38.9 48.247.6

42.5 45.7

42.0 35.7 34.1 42.842.6

45.3 36.3 37.5 46.045.9
Vehicle Noise:50.5 49.9 46.0 42.1 51.050.6
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 55 dBA60 dBA
2 4 178
2 4 188
Sunday, December 4, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name:Upland Colonies
Job Number:14319
Road Segment:w/o Grove Av.

Road Name:15th St.

Scenario:OYC+P
227

7.90%

33.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume:18 vehicles
Centerline Dist. to Barrier:

33.0Centerline Dist. to Observer:

Near/Far Lane Distance:12 feet
REMEL Traffic Flow Distance
-16.87
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos:77.5%12.9%9.6%97.42%

84.8%4.9%10.3%1.84%

86.5%2.7%10.8%0.74%

2.64 Finite Road
-1.20
Left View:-90.0
Right View:90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations

0.0Barrier Distance to Observer:feet
Barrier Type (0-Wall, 1-Berm):0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

70.80 -34.10 2.69 -1.20 0.000 0.000

77.97 -38.06 2.69 -1.20 0.000 0.000
-4.52
-4.86
-5.69
Medium Trucks:

Heavy Trucks:

Autos:

58.73 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos:0.000

2.297

8.006

32.833

32.562

32.589
Grade Adjustment:0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

43.3 42.4 40.7 34.6 43.843.2

38.2 41.4

37.7 31.3 29.8 38.538.3

41.0 32.0 33.2 41.741.6
Vehicle Noise:46.2 45.6 41.6 37.7 46.646.2
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 55 dBA60 dBA
1 2 94
1 2 94
Sunday, December 4, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name:Upland Colonies
Job Number:14319
Road Segment:w/o Campus Av.

Road Name:14th St.

Scenario:OYC+P
4,212

7.90%

33.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume:333 vehicles
Centerline Dist. to Barrier:

33.0Centerline Dist. to Observer:

Near/Far Lane Distance:12 feet
REMEL Traffic Flow Distance
-5.64
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos:77.5%12.9%9.6%97.42%

84.8%4.9%10.3%1.84%

86.5%2.7%10.8%0.74%

2.64 Finite Road
-1.20
Left View:-90.0
Right View:90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations

0.0Barrier Distance to Observer:feet
Barrier Type (0-Wall, 1-Berm):0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

75.75 -22.88 2.69 -1.20 0.000 0.000

81.57 -26.83 2.69 -1.20 0.000 0.000
-4.52
-4.86
-5.69
Medium Trucks:

Heavy Trucks:

Autos:

64.30 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos:0.000

2.297

8.006

32.833

32.562

32.589
Grade Adjustment:0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn

60.1 59.2 57.5 51.4 60.660.0

54.4 56.2

53.9 47.5 46.0 54.754.4

55.8 46.8 48.0 56.556.4
Vehicle Noise:62.3 61.7 58.2 53.8 62.862.4
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 55 dBA60 dBA
10 22 10247
11 23 10951
Sunday, December 4, 2022

Page 3324 of 3744 ends

14896-05 Noise Memo

APPENDIX C

STUDY AREA PHOTOS

Page 3325 of 3744 ends

14896-05 Noise Memo
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Page 3326 of 3744 ends

JN: 14319 Study Area Photos
L1-E
34, 7' 8.710000"117, 38' 9.850000"
L1-N
34, 7' 8.580000"117, 38' 9.910000"
L1-S
34, 7' 7.810000"117, 38' 10.460000"
L1-W
34, 7' 8.700000"117, 38' 9.850000"
L2-E
34, 7' 7.090000"117, 37' 28.570000"
L2-N
34, 7' 7.150000"117, 37' 28.540000"

Page 3327 of 3744 ends

JN: 14319 Study Area Photos
L2-S
34, 7' 7.130000"117, 37' 28.540000"
L2-W
34, 7' 7.080000"117, 37' 28.570000"
L3-E
34, 7' 5.020000"117, 37' 58.560000"
L3-N
34, 7' 4.940000"117, 37' 58.590000"
L3-S
34, 7' 4.940000"117, 37' 58.590000"
L3-W
34, 7' 5.010000"117, 37' 58.590000"

Page 3328 of 3744 ends

JN: 14319 Study Area Photos
L4-E
34, 7' 4.280000"117, 38' 11.200000"
L4-N
34, 7' 4.320000"117, 38' 11.200000"
L4-S
34, 7' 4.280000"117, 38' 11.200000"
L4-W
34, 7' 4.260000"117, 38' 11.170000"
L5-E
34, 7' 5.010000"117, 38' 12.460000"
L5-N
34, 7' 5.050000"117, 38' 12.570000"

Page 3329 of 3744 ends

JN: 14319 Study Area Photos
L5-S
34, 7' 5.020000"117, 38' 12.520000"
L5-W
34, 7' 4.990000"117, 38' 12.490000"

Page 3330 of 3744 ends

14896-05 Noise Memo

APPENDIX D

NOISE LEVEL MEASUREMENT WORKSHEETS

Page 3331 of 3744 ends

14896-05 Noise Memo
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Page 3332 of 3744 ends

Date:Location:Meter:Piccolo II JN:14319
Project:Colonies Upland Source:Analyst:A. Khan
Timeframe Hour L eq L max L min L1%L2%L5%L8%L25%L50%L90%L95%L99%L eq Adj.Adj. L eq 0 42.0 58.3 44.9 57.6 56.3 53.2 52.0 49.4 47.0 45.3 45.1 45.0 42.0 10.0 52.0 1 39.7 44.5 37.1 44.1 43.7 42.7 42.1 40.3 39.0 37.6 37.4 37.2 39.7 10.0 49.7 2 41.0 47.0 37.4 46.7 46.3 45.2 44.5 41.6 39.5 38.0 37.7 37.5 41.0 10.0 51.0 3 40.2 49.7 36.0 49.0 47.8 44.8 43.8 39.6 38.2 36.5 36.3 36.1 40.2 10.0 50.2 4 42.0 51.8 37.4 51.3 50.5 47.5 45.6 41.0 39.3 37.9 37.7 37.4 42.0 10.0 52.0 5 42.1 50.1 38.2 49.4 48.6 46.4 45.2 42.3 40.5 38.7 38.5 38.3 42.1 10.0 52.1 6 39.6 46.4 36.0 46.0 45.5 44.4 43.4 39.7 37.9 36.6 36.4 36.1 39.6 10.0 49.6 7 42.8 51.3 37.6 50.5 49.8 47.8 46.4 42.9 40.8 38.6 38.2 37.8 42.8 0.0 42.8 8 43.4 50.2 40.1 49.6 49.0 47.3 46.2 43.7 42.3 40.8 40.6 40.2 43.4 0.0 43.4 9 49.7 55.1 42.2 54.7 54.4 53.9 53.4 50.7 48.9 43.8 43.2 42.4 49.7 0.0 49.7 10 46.8 55.3 41.6 54.8 54.1 52.2 50.9 46.7 44.2 42.4 42.1 41.7 46.8 0.0 46.8 11 49.0 60.7 41.2 60.1 59.2 55.7 53.2 47.0 43.9 41.9 41.7 41.4 49.0 0.0 49.0 12 44.8 50.0 41.9 49.7 49.2 48.3 47.6 45.2 43.8 42.4 42.2 42.0 44.8 0.0 44.8 13 45.5 53.5 41.3 52.4 51.5 49.8 48.9 45.7 44.0 42.1 41.8 41.5 45.5 0.0 45.5 14 48.0 57.1 43.8 56.6 55.9 53.7 51.9 47.2 45.4 44.3 44.1 43.9 48.0 0.0 48.0 15 49.1 57.7 45.1 57.4 56.7 54.3 52.5 48.4 47.2 45.7 45.5 45.2 49.1 0.0 49.1 16 46.9 53.5 43.7 53.1 52.5 50.8 49.6 47.0 45.8 44.4 44.1 43.8 46.9 0.0 46.9 17 47.0 53.8 44.2 53.3 52.6 50.9 49.7 47.1 45.9 44.8 44.6 44.4 47.0 0.0 47.0 18 49.4 54.1 46.4 53.7 53.3 52.5 51.9 50.1 48.8 47.0 46.8 46.5 49.4 0.0 49.4 19 45.9 51.7 42.6 51.1 50.7 49.4 48.6 46.3 45.0 43.4 43.1 42.7 45.9 5.0 50.9 20 45.1 51.3 42.6 50.5 49.6 48.0 47.0 45.4 44.4 43.3 43.1 42.8 45.1 5.0 50.1 21 47.6 52.8 45.0 52.5 52.0 51.1 50.4 47.8 46.7 45.6 45.4 45.2 47.6 5.0 52.6 22 47.1 53.0 43.5 52.4 51.9 50.7 49.9 47.8 45.9 44.1 43.8 43.6 47.1 10.0 57.1 23 43.3 49.0 39.8 48.4 48.0 47.2 46.6 44.3 41.8 40.5 40.2 39.9 43.3 10.0 53.3 Timeframe Hour L eq L max L min L1%L2%L5%L8%L25%L50%L90%L95%L99% Min 42.8 50.0 37.6 49.6 49.0 47.3 46.2 42.9 40.8 38.6 38.2 37.8 Max 49.7 60.7 46.4 60.1 59.2 55.7 53.4 50.7 48.9 47.0 46.8 46.5

47.2 53.3 52.7 51.0 49.9 46.7 45.1 43.4 43.1 42.8
Min 39.6 44.5 36.0 44.1 43.7 42.7 42.1 39.6 37.9 36.5 36.3 36.1 Max 47.1 58.3 44.9 57.6 56.3 53.2 52.0 49.4 47.0 45.3 45.1 45.0

42.5 49.4 48.7 46.9 45.9 42.9 41.0 39.5 39.2 39.0
Day
Night
Energy Average
Energy Average Average:

Average:
24-Hour Daytime
(7am-10pm)
Nighttime
(10pm-7am)

46.0 47.2 42.5
24-Hour Noise Level Measurement Summary
Hourly L eq dBA Readings (unadjusted)
L eq (dBA)
Night
Tuesday, August 31, 2021 L1 - Located north of the Project site near single-family residence at 1168 Upland Hills Drive South.

Night
Day
42 .
0 39
.
7 41
.
0 40
.
2 42
.
0 42
.
1 39
.
6 42
.
8 43
.
4 49
.
7 46
.
8 49
.
0 44
.
8 45
.
5 48
.
0 49
.
1 46
.
9 47
.
0 49
.
4 45
.
9 45
.
1 47
.
6 47
.
1 43
.
3 35.040.045.050.055.060.065.070.075.0
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Ho
u
r
l
y

L
eq
(d
B
A
)
Hour Beginning
Z:\Shared\UcJobs\_14100-14500\_14300\14319\Fieldwork\Measurements\14319_L1_K Page 3333 of 3744

Date:Location:Meter:Piccolo II JN:14319
Project:Colonies Upland Source:Analyst:A. Khan
Timeframe Hour L eq L max L min L1%L2%L5%L8%L25%L50%L90%L95%L99%L eq Adj.Adj. L eq 0 39.4 44.4 36.0 43.9 43.5 42.6 42.1 40.1 38.6 36.7 36.4 36.1 39.4 10.0 49.4 1 38.1 42.7 35.8 42.3 41.9 41.1 40.3 38.7 37.4 36.1 36.0 35.9 38.1 10.0 48.1 2 35.1 38.6 33.4 38.3 37.9 37.3 36.8 35.4 34.7 33.7 33.6 33.4 35.1 10.0 45.1 3 32.9 36.6 31.4 36.3 35.8 35.3 34.8 33.2 32.3 31.6 31.5 31.5 32.9 10.0 42.9 4 36.1 40.5 34.3 40.2 40.0 39.2 38.3 36.4 35.3 34.5 34.4 34.3 36.1 10.0 46.1 5 36.6 42.0 33.0 41.4 40.8 39.9 39.3 37.2 35.7 33.8 33.4 33.1 36.6 10.0 46.6 6 38.5 49.0 33.6 47.4 46.0 43.4 42.1 38.2 36.2 34.3 34.0 33.7 38.5 10.0 48.5 7 42.2 47.2 38.6 46.8 46.4 45.6 45.2 43.0 41.2 39.5 39.2 38.7 42.2 0.0 42.2 8 40.4 48.1 36.1 47.4 46.8 45.1 43.9 40.6 38.6 37.1 36.7 36.3 40.4 0.0 40.4 9 42.6 51.6 36.4 50.8 50.2 47.9 46.6 42.6 40.3 37.4 37.0 36.6 42.6 0.0 42.6 10 43.7 53.8 36.9 52.3 50.9 48.7 47.6 43.9 41.3 38.3 37.8 37.1 43.7 0.0 43.7 11 46.1 55.7 37.9 54.2 53.2 51.5 50.6 46.2 43.7 39.9 39.2 38.3 46.1 0.0 46.1 12 44.2 54.7 39.4 54.2 53.8 52.5 51.7 48.9 45.9 40.6 40.3 39.7 44.2 0.0 44.2 13 47.4 55.4 43.2 55.2 54.9 54.3 53.9 51.7 49.2 45.0 44.4 43.4 47.4 0.0 47.4 14 43.1 50.9 38.3 50.6 50.0 47.9 46.8 43.3 40.7 38.9 38.7 38.4 43.1 0.0 43.1 15 43.7 51.7 39.2 50.7 49.9 48.3 47.0 44.3 42.0 39.9 39.6 39.3 43.7 0.0 43.7 16 42.1 48.9 38.2 48.1 47.6 46.2 45.3 42.9 40.7 38.8 38.6 38.4 42.1 0.0 42.1 17 42.4 50.0 39.1 49.3 48.7 46.8 45.1 42.5 41.2 39.7 39.5 39.3 42.4 0.0 42.4 18 44.2 50.2 40.2 49.7 49.4 48.2 47.4 44.9 43.1 41.0 40.7 40.4 44.2 0.0 44.2 19 41.1 48.9 36.8 47.5 46.5 45.0 44.2 41.8 39.9 37.7 37.3 37.0 41.1 5.0 46.1 20 39.8 44.5 38.2 43.9 43.3 42.0 41.4 40.1 39.4 38.6 38.5 38.2 39.8 5.0 44.8 21 43.8 47.8 42.1 47.3 46.8 45.8 45.3 44.1 43.4 42.5 42.4 42.2 43.8 5.0 48.8 22 44.7 50.1 41.3 49.5 49.0 48.1 47.6 45.7 43.9 41.7 41.5 41.4 44.7 10.0 54.7 23 40.1 47.7 36.9 46.6 45.7 44.1 43.1 40.4 38.7 37.4 37.2 37.0 40.1 10.0 50.1 Timeframe Hour L eq L max L min L1%L2%L5%L8%L25%L50%L90%L95%L99% Min 39.8 44.5 36.1 43.9 43.3 42.0 41.4 40.1 38.6 37.1 36.7 36.3 Max 47.4 55.7 43.2 55.2 54.9 54.3 53.9 51.7 49.2 45.0 44.4 43.4

43.6 49.9 49.2 47.7 46.8 44.0 42.0 39.7 39.3 38.9
Min 32.9 36.6 31.4 36.3 35.8 35.3 34.8 33.2 32.3 31.6 31.5 31.5 Max 44.7 50.1 41.3 49.5 49.0 48.1 47.6 45.7 43.9 41.7 41.5 41.4

39.3 42.9 42.3 41.2 40.5 38.4 37.0 35.5 35.3 35.1
24-Hour Noise Level Measurement Summary
Hourly L eq dBA Readings (unadjusted)
L eq (dBA)
Night
Tuesday, August 31, 2021 L2 - Located east of the Project site near single-family residence at 8269 Calle Del Prado.

Night
Day
Day
Night
Energy Average
Energy Average Average:

Average:
24-Hour Daytime
(7am-10pm)
Nighttime
(10pm-7am)

42.4 43.6 39.3
39 .
4 38
.
1 35
.
1 32
.
9 36
.
1 36
.
6 38
.
5 42
.
2 40
.
4 42
.
6 43
.
7 46
.
1 44
.
2 47
.
4 43
.
1 43
.
7 42
.
1 42
.
4 44
.
2 41
.
1 39
.
8 43
.
8 44
.
7 40
.
1 25.030.035.040.045.050.055.060.065.070.075.0
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Ho
u
r
l
y

L
eq
(d
B
A
)
Hour Beginning
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Date:Location:Meter:Piccolo II JN:14319
Project:Colonies Upland Source:Analyst:A. Khan
Timeframe Hour L eq L max L min L1%L2%L5%L8%L25%L50%L90%L95%L99%L eq Adj.Adj. L eq 0 39.6 44.6 36.2 44.1 43.6 42.7 42.2 40.5 38.9 37.0 36.7 36.4 39.6 10.0 49.6 1 37.4 40.5 35.1 40.2 39.9 39.4 39.0 38.0 37.1 35.6 35.5 35.2 37.4 10.0 47.4 2 38.3 42.8 35.9 42.4 41.9 41.0 40.6 38.8 37.6 36.4 36.2 36.0 38.3 10.0 48.3 3 38.8 49.8 32.4 49.4 48.8 47.0 43.8 35.2 33.6 32.7 32.6 32.5 38.8 10.0 48.8 4 36.6 44.3 33.1 43.9 43.2 40.8 39.4 36.7 34.9 33.9 33.7 33.5 36.6 10.0 46.6 5 38.0 44.5 34.9 43.9 43.3 41.9 41.0 38.1 36.7 35.5 35.3 35.0 38.0 10.0 48.0 6 41.2 52.2 35.1 51.7 50.7 48.7 46.3 38.3 36.8 35.6 35.4 35.2 41.2 10.0 51.2 7 49.5 59.9 36.4 58.9 58.4 56.1 53.9 49.7 45.3 39.1 38.0 36.8 49.5 0.0 49.5 8 50.6 62.3 37.2 61.1 60.1 57.9 55.8 50.1 42.8 38.4 37.9 37.4 50.6 0.0 50.6 9 46.3 56.8 38.4 56.3 55.4 53.6 51.5 44.4 42.0 39.3 38.9 38.5 46.3 0.0 46.3 10 44.6 52.9 40.6 52.3 51.7 50.3 48.7 43.5 42.5 41.2 41.0 40.7 44.6 0.0 44.6 11 46.5 57.6 38.4 56.8 56.1 54.3 52.4 43.4 41.0 39.0 38.8 38.5 46.5 0.0 46.5 12 49.4 62.7 38.6 62.1 61.1 57.0 53.1 45.5 40.7 39.2 39.0 38.7 49.4 0.0 49.4 13 43.5 53.8 38.1 53.2 52.6 50.1 47.7 42.2 39.9 38.6 38.4 38.3 43.5 0.0 43.5 14 42.9 67.4 40.5 66.2 65.5 64.2 63.4 59.1 54.8 41.0 40.9 40.6 42.9 0.0 42.9 15 48.9 56.7 41.5 56.2 55.5 54.0 52.5 50.0 46.7 42.7 42.0 41.6 48.9 0.0 48.9 16 46.6 54.9 41.0 54.0 53.2 51.7 50.5 47.1 44.4 41.8 41.5 41.2 46.6 0.0 46.6 17 48.3 58.0 43.1 57.3 56.3 53.5 51.4 47.8 46.1 44.1 43.7 43.3 48.3 0.0 48.3 18 48.9 63.3 42.8 62.5 61.5 59.0 56.3 48.4 46.3 43.9 43.5 43.0 48.9 0.0 48.9 19 43.8 64.5 39.6 64.2 63.9 63.0 62.2 53.5 43.4 40.4 40.0 39.7 43.8 5.0 48.8 20 43.1 50.3 40.2 49.9 49.4 47.9 46.4 42.7 41.6 40.7 40.5 40.3 43.1 5.0 48.1 21 45.3 63.9 43.0 63.5 62.9 60.6 58.4 46.3 45.0 43.6 43.4 43.1 45.3 5.0 50.3 22 45.7 53.7 41.8 53.3 52.6 51.0 49.3 45.6 43.8 42.3 42.1 41.9 45.7 10.0 55.7 23 40.8 46.0 38.0 45.6 45.1 44.1 43.4 41.4 39.8 38.5 38.3 38.1 40.8 10.0 50.8 Timeframe Hour L eq L max L min L1%L2%L5%L8%L25%L50%L90%L95%L99% Min 42.9 50.3 36.4 49.9 49.4 47.9 46.4 42.2 39.9 38.4 37.9 36.8 Max 50.6 67.4 43.1 66.2 65.5 64.2 63.4 59.1 54.8 44.1 43.7 43.3

47.2 58.3 57.6 55.6 53.6 47.6 44.2 40.9 40.5 40.1
Min 36.6 40.5 32.4 40.2 39.9 39.4 39.0 35.2 33.6 32.7 32.6 32.5 Max 45.7 53.7 41.8 53.3 52.6 51.0 49.3 45.6 43.8 42.3 42.1 41.9

40.6 46.0 45.5 44.1 42.8 39.2 37.7 36.4 36.2 36.0
24-Hour Noise Level Measurement Summary
Hourly L eq dBA Readings (unadjusted)
L eq (dBA)
Night
Tuesday, August 31, 2021 L3 - Located south of the Project site near single-family residence at 1335 East 15th Street.

Night
Day
Day
Night
Energy Average
Energy Average Average:

Average:
24-Hour Daytime
(7am-10pm)
Nighttime
(10pm-7am)

45.7 47.2 40.6
39 .
6 37
.
4 38
.
3 38
.
8 36
.
6 38
.
0 41
.
2 49
.
5 50
.
6 46
.
3 44
.
6 46
.
5 49
.
4 43
.
5 42
.
9 48
.
9 46
.
6 48
.
3 48
.
9 43
.
8 43
.
1 45
.
3 45
.
7 40
.
8 35.0

40.0 45.0

50.0 55.0

60.0 65.0

70.0 75.0
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Ho
u
r
l
y

L
eq
(d
B
A
)
Hour Beginning
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Date:Location:Meter:Piccolo II JN:14319
Project:Colonies Upland Source:Analyst:A. Khan
Timeframe Hour L eq L max L min L1%L2%L5%L8%L25%L50%L90%L95%L99%L eq Adj.Adj. L eq 0 40.3 74.8 37.2 74.5 74.0 71.4 66.4 58.5 45.8 38.4 37.8 37.3 40.3 10.0 50.3 1 37.9 42.3 34.3 41.9 41.5 40.9 40.4 38.9 37.5 34.8 34.6 34.4 37.9 10.0 47.9 2 36.8 41.9 34.3 41.4 40.8 40.0 39.5 37.1 36.0 34.7 34.6 34.4 36.8 10.0 46.8 3 34.2 57.4 32.8 56.9 56.3 54.0 49.8 37.1 33.7 33.0 32.9 32.8 34.2 10.0 44.2 4 35.5 41.4 33.0 40.9 40.6 39.0 37.8 36.0 34.4 33.3 33.2 33.0 35.5 10.0 45.5 5 38.1 43.0 34.0 42.5 42.1 41.4 40.8 39.0 37.5 35.1 34.5 34.2 38.1 10.0 48.1 6 42.1 51.5 35.6 51.2 50.5 48.2 46.8 41.5 38.2 36.2 36.0 35.7 42.1 10.0 52.1 7 42.7 51.6 35.7 50.9 50.2 47.7 46.0 43.1 40.5 37.1 36.5 35.9 42.7 0.0 42.7 8 43.3 52.3 36.8 51.8 51.2 49.6 48.0 42.8 39.9 37.7 37.3 37.0 43.3 0.0 43.3 9 47.4 56.6 37.9 56.0 55.5 54.0 53.1 46.2 42.8 38.9 38.5 38.0 47.4 0.0 47.4 10 43.7 53.4 38.4 53.1 52.5 49.3 46.7 43.0 41.2 39.2 38.9 38.6 43.7 0.0 43.7 11 43.0 51.3 38.5 50.7 49.9 47.7 46.6 42.8 41.1 39.1 38.9 38.7 43.0 0.0 43.0 12 45.0 55.1 39.5 54.4 53.8 51.3 49.2 43.9 41.5 40.1 39.8 39.6 45.0 0.0 45.0 13 46.9 58.0 39.9 57.4 56.3 53.5 51.2 45.3 41.9 40.4 40.2 40.0 46.9 0.0 46.9 14 48.0 66.1 45.5 66.0 65.7 64.3 62.8 54.9 49.9 46.4 46.1 45.7 48.0 0.0 48.0 15 45.6 53.6 42.0 53.0 52.4 50.1 48.3 45.5 44.0 42.6 42.4 42.1 45.6 0.0 45.6 16 44.8 74.4 41.2 73.8 72.9 70.7 67.8 61.7 52.8 42.2 41.8 41.4 44.8 0.0 44.8 17 46.3 61.3 41.6 61.1 60.6 58.9 57.0 47.4 44.2 42.2 41.9 41.7 46.3 0.0 46.3 18 49.6 76.6 43.0 76.4 75.7 71.0 67.8 56.0 47.1 43.9 43.6 43.2 49.6 0.0 49.6 19 44.2 52.5 39.5 51.8 51.0 49.1 47.7 44.1 42.5 40.3 39.9 39.6 44.2 5.0 49.2 20 42.9 49.5 39.7 49.2 48.8 47.3 45.9 42.9 41.7 40.2 40.0 39.8 42.9 5.0 47.9 21 45.0 79.2 42.8 78.8 78.3 75.2 69.7 58.7 49.9 43.6 43.3 42.9 45.0 5.0 50.0 22 46.6 54.0 41.7 53.6 53.1 51.7 50.7 47.0 44.6 42.3 42.1 41.9 46.6 10.0 56.6 23 42.5 51.0 37.4 50.7 50.2 48.2 46.2 42.5 40.1 38.1 37.8 37.5 42.5 10.0 52.5 Timeframe Hour L eq L max L min L1%L2%L5%L8%L25%L50%L90%L95%L99% Min 42.7 49.5 35.7 49.2 48.8 47.3 45.9 42.8 39.9 37.1 36.5 35.9 Max 49.6 79.2 45.5 78.8 78.3 75.2 69.7 61.7 52.8 46.4 46.1 45.7

45.7 59.0 58.3 56.0 53.9 47.9 44.1 40.9 40.6 40.3
Min 34.2 41.4 32.8 40.9 40.6 39.0 37.8 36.0 33.7 33.0 32.9 32.8 Max 46.6 74.8 41.7 74.5 74.0 71.4 66.4 58.5 45.8 42.3 42.1 41.9

41.0 50.4 49.9 48.3 46.5 42.0 38.7 36.2 35.9 35.7
Day
Night
Energy Average
Energy Average Average:

Average:
24-Hour Daytime
(7am-10pm)
Nighttime
(10pm-7am)

44.5 45.7 41.0
24-Hour Noise Level Measurement Summary
Hourly L eq dBA Readings (unadjusted)
L eq (dBA)
Night
Tuesday, August 31, 2021 L4 - Located south of the Project site near single-family residence at 1497 Fernando Avenue.

Night
Day
40 .
3 37
.
9 36
.
8 34
.
2 35
.
5 38
.
1 42
.
1 42
.
7 43
.
3 47
.
4 43
.
7 43
.
0 45
.
0 46
.
9 48
.
0 45
.
6 44
.
8 46
.
3 49
.
6 44
.
2 42
.
9 45
.
0 46
.
6 42
.
5 25.030.035.040.045.050.055.060.065.070.075.0
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Ho
u
r
l
y

L
eq
(d
B
A
)
Hour Beginning
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Date:Location:Meter:Piccolo II JN:14319
Project:Colonies Upland Source:Analyst:A. Khan
Timeframe Hour L eq L max L min L1%L2%L5%L8%L25%L50%L90%L95%L99%L eq Adj.Adj. L eq 0 38.7 57.9 35.9 57.4 56.9 52.7 50.1 42.7 39.0 36.8 36.5 36.1 38.7 10.0 48.7 1 34.9 40.8 32.8 40.3 40.0 39.2 38.7 37.0 35.6 33.8 33.3 32.9 34.9 10.0 44.9 2 36.3 42.9 32.3 42.4 41.7 40.2 39.2 37.0 35.2 32.9 32.7 32.4 36.3 10.0 46.3 3 34.2 40.5 31.5 40.2 39.9 38.7 37.7 34.2 32.9 31.9 31.7 31.6 34.2 10.0 44.2 4 33.6 37.9 31.4 37.5 37.2 36.4 35.7 34.2 32.9 31.7 31.5 31.4 33.6 10.0 43.6 5 36.7 41.3 33.0 40.8 40.4 39.6 39.1 37.5 36.0 34.2 33.6 33.2 36.7 10.0 46.7 6 37.6 46.1 33.8 45.0 43.9 41.4 40.3 37.7 36.1 34.4 34.2 33.9 37.6 10.0 47.6 7 40.2 50.0 34.6 48.5 47.2 45.0 43.7 40.3 38.3 35.7 35.2 34.7 40.2 0.0 40.2 8 41.2 51.0 35.7 49.5 48.8 47.3 46.1 40.1 38.2 36.4 36.1 35.8 41.2 0.0 41.2 9 44.1 54.0 36.6 52.7 51.5 49.7 48.3 44.4 41.2 37.7 37.3 36.8 44.1 0.0 44.1 10 39.5 46.0 36.6 45.0 44.1 42.5 41.6 39.9 38.7 37.3 37.0 36.7 39.5 0.0 39.5 11 40.3 46.9 36.9 45.9 45.2 43.9 43.1 40.7 39.3 37.7 37.4 37.0 40.3 0.0 40.3 12 40.9 50.9 37.0 49.5 48.2 45.4 43.7 40.6 39.0 37.6 37.4 37.1 40.9 0.0 40.9 13 41.6 50.9 36.8 49.6 48.4 46.4 45.5 41.6 39.4 37.5 37.2 36.9 41.6 0.0 41.6 14 42.8 49.6 39.3 49.2 48.7 47.7 46.8 43.0 41.0 39.8 39.7 39.4 42.8 0.0 42.8 15 42.2 47.0 39.6 46.4 45.8 44.8 44.3 43.0 41.6 40.3 40.1 39.8 42.2 0.0 42.2 16 43.9 50.7 39.0 50.3 49.8 48.9 48.2 44.7 41.7 39.6 39.3 39.1 43.9 0.0 43.9 17 42.1 48.1 39.9 47.0 46.3 44.8 44.0 42.5 41.5 40.4 40.2 40.0 42.1 0.0 42.1 18 45.8 51.5 41.4 51.0 50.6 49.9 49.2 46.7 44.6 42.3 41.9 41.5 45.8 0.0 45.8 19 42.6 49.1 38.4 48.5 48.0 46.7 45.7 43.3 41.2 39.1 38.8 38.5 42.6 5.0 47.6 20 40.8 45.3 38.6 44.8 44.3 43.2 42.5 41.2 40.2 39.1 38.9 38.7 40.8 5.0 45.8 21 44.9 53.0 41.2 52.5 51.8 50.3 48.2 44.8 43.3 41.8 41.6 41.4 44.9 5.0 49.9 22 43.7 51.1 40.2 50.0 49.0 47.4 46.6 44.3 42.4 40.9 40.6 40.3 43.7 10.0 53.7 23 40.1 47.7 36.2 46.8 45.8 44.2 43.2 40.7 38.7 36.9 36.7 36.3 40.1 10.0 50.1 Timeframe Hour L eq L max L min L1%L2%L5%L8%L25%L50%L90%L95%L99% Min 39.5 45.3 34.6 44.8 44.1 42.5 41.6 39.9 38.2 35.7 35.2 34.7 Max 45.8 54.0 41.4 52.7 51.8 50.3 49.2 46.7 44.6 42.3 41.9 41.5

42.6 48.7 47.9 46.4 45.4 42.4 40.6 38.8 38.5 38.2
Min 33.6 37.9 31.4 37.5 37.2 36.4 35.7 34.2 32.9 31.7 31.5 31.4 Max 43.7 57.9 40.2 57.4 56.9 52.7 50.1 44.3 42.4 40.9 40.6 40.3

38.5 44.5 43.9 42.2 41.2 38.4 36.5 34.8 34.5 34.2
24-Hour Noise Level Measurement Summary
Hourly L eq dBA Readings (unadjusted)
L eq (dBA)
Night
Tuesday, August 31, 2021 L5 - Located west of the Project site near single-family residence at 1520 North Himalayas Circle.

Night
Day
Day
Night
Energy Average
Energy Average Average:

Average:
24-Hour Daytime
(7am-10pm)
Nighttime
(10pm-7am)

41.5 42.6 38.5
38 .
7 34
.
9 36
.
3 34
.
2 33
.
6 36
.
7 37
.
6 40
.
2 41
.
2 44
.
1 39
.
5 40
.
3 40
.
9 41
.
6 42
.
8 42
.
2 43
.
9 42
.
1 45
.
8 42
.
6 40
.
8 44
.
9 43
.
7 40
.
1 25.030.035.040.045.050.055.060.065.070.075.0
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Ho
u
r
l
y

L
eq
(d
B
A
)
Hour Beginning
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14896-05 Noise Memo
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14896-05 Noise Memo

APPENDIX E

CITY OF UPLAND MUNICIPAL CODE NOISE STANDARDS

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14896-05 Noise Memo
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10/5/21, 3:24 PM Chapter 9.40 UNNECESSARY NOISE
https://www.qcode.us/codes/upland/1/6
Upland Municipal Code
Up Previous Next Main Collapse Search Print No Frames
Title 9 PUBLIC PEACE AND WELFARE
Chapter 9.40 UNNECESSARY NOISE
Note
* Prior ordinance history: Ord. 947.

9.40.010 Purpose.

The purpose of this chapter is to establish criteria and standards for the regulation of noise levels within the city. (Prior code § 5400.100)

9.40.020 Definitions.

As used in this chapter, specific words and phrases are defined as follows:
“Ambient noise level” means the all-encompassing noise level associated with a given environment, being a composite of sounds from all sources, excluding any intrusive noise. “Average noise level” means the logarithmic average of noise samples taken over a specified length of time. “Commercial purpose” means the use, operation or maintenance of any sound-amplifying equipment for the purpose of advertising any business, goods, or services and/or for the purpose of advertising or attracting the attention of the public to or soliciting patronage from any performance, entertainment, exhibition or event, or for the purpose of demonstrating any such sound equipment.
“Construction material manufacturer” means any use located on the same property as the mining industry, manufacturing products including concrete, asphalt, concrete blocks, concrete pipe, roofing tile or other similar materials.
“Cumulative time period” means an additive period of time composed of individual time segments which may be continuous or interrupted.
“Decibel (dB)” means a measurement unit of sound pressure level which denotes the ratio between two quantities which are proportional to power; the number of decibels corresponding to the ratio of two amounts of power is 10 times the logarithm to the base 10 of this ratio.
“Impact noise” means the sound produced by the impact or collision of one moving object or mass with a second object or mass that is stationary or moving.
“Intrusive noise” means a sound which intrudes over and above the existing ambient noise level at a given location. “Mining industry” means any industry which extracts sand and gravel resources from the ground. “Motor driven vehicle” means and includes, but is not limited to, any automobile, truck, van, bus, motorcycle, minibike, go-cart or other self-propelled vehicle, on or off road. “Noise” means any sound that is loud or disturbing or that interferes with one’s ability to hear some other sound. “Noise level” means the “A” weighted sound pressure level in decibels audible to humans obtained by using a sound level meter. The unit of noise level measurement shall be designated as dB(A). “Person” means a person, firm, association, co-partnership, joint venture, corporation, or any entity, public or private in nature.
“Simple tone noise” means a noise characterized by a predominant frequency or frequencies so that other frequencies cannot be readily distinguished.
“Sound pressure level of a sound,” in decibels, means 20 times the logarithm to the base 10 of the ratio of the pressure of this sound to the reference pressure, which reference pressure shall be explicitly stated. (Prior code § 5400.300)

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9.40.030 Noise level measurement criteria.

A. Any noise level measurement, made pursuant to the provisions of this chapter, shall be determined by using a sound level meter that meets the minimum requirements of the American National Standard Institute for sound level meters, or by using an instrument with associated recording and analyzing equipment that will provide equivalent data.

B. The factors which shall be considered in determining whether a violation of the provisions of this section exists shall include, but not be limited to, the following:

1. The sound level of the objectionable noise;

2. The sound level of the ambient noise;

3. The proximity of the noise to residential sleeping facilities;

4. The nature and zoning of the area within which the noise emanates;

5. The number of persons affected by the noise source;

6. The time of day or night the noise occurs;

7. The duration of the noise and its tonal, informational, or musical content;

8. Whether the noise is continuous, recurrent, or intermittent;

9. Whether the noise is produced by a commercial or noncommercial activity.

C. The above considerations shall be considered in addition to the noise levels set forth in this section in determining a violation. However, noises do not necessarily need to exceed those noise level limits to be considered unnecessary or unusual so as to cause discomfort or annoyance to persons in the area. (Prior code § 5400.400)

9.40.040 Base ambient noise level.

All ambient noise measurements shall commence at the base ambient noise levels in decibels within the respective times and zones as follows:

Decibels Time Zone Use
45 dB(A)10:00 p.m.—7:00 a.m.Residential
55 dB(A)7:00 a.m.—10:00 p.m.Residential
65 dB(A)Anytime Uses not specified
75 dB(A)Anytime Industrial and commercial

Actual decibel measurements exceeding the above levels at the times and within the zones corresponding thereto shall be employed as the base ambient noise level referred to in this chapter. Otherwise, no ambient noise shall be deemed to be less than the above specified levels. (Prior code § 5400.500)

9.40.050 Exterior noise level measurement.

Exterior noise levels shall be measured at any point relative to the closest point of the source of the noise at the property line on the affected property. Measurements will not be made during extraordinary times, such as during the movement of a nearby train or airplane. (Prior code § 5400.600)

9.40.060 Excessive noise unlawful.

A. It is unlawful for any person at any location to create any noise, or to allow the creation of any noise, when such noise causes the noise level to exceed any noise level for the cumulative time periods specified below in Section 9.40.070 and Section 9.40.080.

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B. Furthermore, notwithstanding any specified noise level, it is also unlawful for any person to wilfully make or continue, or cause to be made or continued, any loud, unnecessary, or unusual noise which disturbs the peace or quiet of any neighborhood or which causes discomfort or annoyance to any reasonable person residing in the area, and it is unlawful for any person in ownership or control of any premises to knowingly permit a violation of this section upon the premises. (Prior code § 5400.700)

9.40.070 Maximum residential noise levels.

Exterior noise shall be measured on the exterior of any residential property, and no noise level shall exceed the following for the duration periods specified:

Noise Level Exceeded Maximum Duration Period
Base ambient noise level (BANL)30 minutes in any hour
5 dB(A) above BANL 15 minutes in any hour
10 dB(A) above BANL 5 minutes in any hour
15 dB(A) above BANL 1 minute in any hour
20 d(B)(A) above BANL Not permitted

(Prior code § 5400.800)

9.40.080 Maximum nonresidential noise levels.

Measured on the exterior of nonresidential properties, no noise level shall exceed the respective base ambient noise levels for nonresidential land uses as determined by development standards established by the regulating agency. (Prior code § 5400.900)

9.40.090 Mining industry allowed noise levels for residential property.

A. Exemptions. This section shall supersede all the provisions of Sections 9.40.040 and 9.46.070 relative to allowed noise for mining industry.

B. Allowed Levels. The allowed maximum exterior average sound level in any hour at any property zoned for residential use shall be as follows:

Mining Industry Use and Days Allowed Times Allowed Levels

Monday—Friday:

Quarry/plant 6 a.m.—6 p.m.55 dB(A)
Construction material manufacturer 5 a.m.—6 p.m.55 dB(A)

Saturday:

Quarry/plant 7 a.m.—3 p.m.55 dB(A)
Construction material manufacturer 5 a.m.—3 p.m.55 dB(A)

All Times:

Quarry/plant 45 dB(A)
Construction material manufacturer 45 dB(A)

C. Exceptions. Exceptions may be granted in the event of a proven emergency situation or required by a public agency and written authorization is obtained from the city manager or designee prior to quarry, plant or construction

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material manufacturer operations being conducted. The maximum exterior sound level at any property zoned for residential use shall not exceed 55 dB(A) during such exception.

D. Measurement Parameters.

1. Measurements shall be made to the one-tenth decibel, but shall be reported to the integer value. Values of 0.1 to 0.4 shall be rounded down to the lower integer. Values of 0.5 to 0.9 shall be rounded up to the higher integer.

2. If measurements are made for more than one hour, the subsequent measurements shall be made on one hour increments. For a series of one hour measurements, compliance shall be determined by the highest average hourly reading. Measurements shall be started on the hour and ended on the hour.

3. Measurements of less than one hour, extrapolated to one hour shall not be used to determine compliance or violation.

4. Measurements will be made on the “A” weighted scale and a slow response.

E. Measurement Location. Exterior measurements shall be at locations on residential property that are considered accessible for normal and usual outdoor human activity and which are intended and used for such purposes. The receptor shall be placed at five feet above the ground surface and 10 feet from any reflecting surface.

When these conditions cannot be met, the actual location utilized shall be noted in writing.

F. Calibration. Prior to, and after each measurement period, the sound level meter shall be calibrated using an acoustic calibrator of the coupler type.

Each year, the sound level meter and acoustic calibrator shall be calibrated to manufacturers’ specifications by a laboratory subject to the National Bureau of Standards.

G. Ambient Noise.

1. Compliance applies only to the alleged offending source. Preferably, an ambient measurement will be measured at the affected property while the source is nonoperational and immediately prior to or immediately after the measurement period while the source is operating. If this procedure is not feasible and the source operation cannot be controlled, then an ambient measurement will be made at some other location in the vicinity that in the judgment of the measurement technician is representative of the situation at the affected property.

2. If the ambient level is below the source level by 10 dB(A) or more, then the measurement with the source in operation will be equivalent to the source alone within the prescribed resolution. If the ambient level is less than 10 dB(A) lower than the source, then the ambient level will be subtracted logarithmically from the combined measurement to determine the actual source level. If the ambient level is higher than the source level, the source will be considered to comply regardless of its level.

H. Record Keeping. When applying this section for an enforcement action, the following information, as a minimum, shall be recorded and maintained:

1. The date, start time, stop time, average “A” weighted sound level, meter scale when appropriate, slow or fast response, equipment manufacturer, model number and serial number, and the ambient sound level shall be documented.

2. The location of the source, the property measurement point, and the ambient measurement point shall be documented and scaled dimensionally. Photos are not necessary but encouraged. The data sheets shall be signed and dated by the measurement technician.

3. In the event auxiliary recording devices are used for data storage, then settings shall be listed, and equipment type, manufacturer, model and serial number listed.

I. Verification. If data is to be used for enforcement purposes, the technician will certify in writing that the data recorded was from the source and that all procedures have been complied with in the measurement and reporting. (Prior code § 5400.950)

9.40.100 Noises prohibited—Unnecessary noise standard.

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The following acts are declared to be loud, disturbing and unnecessary noises in violation of this chapter, but such enumeration shall not be deemed to be exclusive, namely:

A. Impact, Repetitive and Tone Noise Levels. In the event any offending noise consists primarily of impact noise, repetitive noise, or simple tone noise, each of the maximum permitted noise levels specified in Section 9.40.070 of this chapter shall be reduced by five dB(A).

B. Radios, Televisions and Stereos. It is unlawful for any person to play, use, operate, or permit to be played, used or operated any radio, television set, musical instrument, phonograph, stereophonic equipment, jukebox or other machine or device for producing, reproducing or amplifying sound when audible at a distance of 50 feet or more from the source of the sound and/ or when audible within any other residence or establishment.

C. Hawkers and Peddlers. It is unlawful for any person to sell anything by public outcry within any area of the city. The provisions of this section shall not be construed to prohibit the selling by outcry of merchandise, food, and beverages at licensed sporting events, parades, fairs, circuses, and other similar licensed public entertainment events.

D. Drums and Musical Instruments. It is unlawful for any person to use any drum or other percussion or musical instrument or device of any kind for the purpose of attracting attention by the creation of noise within the city.

E. Machinery, Equipment, Fans and Air Conditioning. It is unlawful for any person to operate, cause to operate or permit the operation of any machinery, equipment, device, pump, fan, compressor, air conditioning apparatus, or similar mechanical device in any manner so as to create any noise which would cause the noise level at the property line of any property to exceed the ambient noise base level by five dB(A).

F. Motor Driven Vehicles. It is unlawful for any person to operate any motor driven vehicle within the city that, due to the nature of the operation of the vehicle, or due to the operating condition of the vehicle, or due to any modification made to the vehicle, generates noise so that a reasonable person is caused discomfort or annoyance.

G. Horns, Signaling Devices. It is unlawful for any person to cause the sounding of any horn or signaling device on any automobile, motorcycle, street car or other motor driven vehicle on any street or public place of the city, except as a danger warning; to create by means of any such signaling device any unreasonably loud or harsh sound; and to create the sounding of any such device for an unnecessary and unreasonable period of time. It is unlawful for any person to use any signaling device except one operated by hand or electricity; to use any horn, whistle or other device operated by engine exhaust; or to use any such signaling device when traffic is for any reason held up.

H. Loudspeakers, Amplifiers for Advertising. It is unlawful for any person to use, operate or permit to be played, used, or operated any radio receiving set, musical instrument, phonograph, loudspeaker, sound amplifier, or other machine or device for the producing or reproducing of sound which is cast upon the public streets for the purpose of commercial advertising or attracting the attention of the public to any building or structure.

I. Yelling, Shouting. It is unlawful for any person to yell, shout, hoot, whistle, or sing on the public streets, particularly between the hours of 11:00 p.m. and 7:00 a.m., or at any time or place so as to annoy or disturb the quiet, comfort, or repose of any persons in the vicinity.

J. Animals and Fowl. It is unlawful for any person to keep or maintain, or to permit such activity, upon any premises owned, or occupied, or controlled by such person any animal or fowl otherwise permitted to be kept which, by any sound, cry, or behavioral noise, causes annoyance or discomfort to a reasonable person in any residential neighborhood.

K. Exhaust. It is unlawful for any person to discharge into the open air the exhaust of any steam engine, stationary internal combustion engine, motorboat, or motor driven vehicle except through a muffler or other device which will effectively prevent loud or explosive noises therefrom.

L. Loading, Unloading, Opening Boxes. It is unlawful for any person to create any loud and excessive noise in connection with loading or unloading any vehicle or the opening and destruction of bales, boxes, crates, and containers.

M. Construction or Repairing of Buildings. It is unlawful for any person to engage in or permit the erection (including excavation), demolition, alteration or repair of any building other than between the hours of 7:00 a.m. and 6:00 p.m. on weekdays, except in case of urgent necessity in the interest of public health and safety, and then only with a permit from the building inspector, which permit may be granted for a period not to exceed three days or less while the emergency continues, and which permit may be renewed for periods of three days or less while the emergency continues. If the building inspector should determine that the public health and safety will not be

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impaired by the erection, demolition, alteration or repair of any building or the excavation of streets and highways within the hours of 6:00 p.m. and 7:00 a.m., and if he or she shall further determine that loss or inconvenience would result to any party in interest, he or she may grant permission for such work to be done within the hours of 6:00 p.m. and 7:00 a.m., upon application being made at the time the permit for the work is awarded or during the progress of the work.

N. Metal Rails, Pillars and Columns—Transportation Thereof. It is unlawful for any person to transport rails, pillars or columns of iron, steel or other material over and along streets and other public places upon carts, trays, cars, trucks, or in any other manner so loaded as to cause loud noises or as to disturb the peace and quiet of such streets or other public places.

O. Hammers, Etc. It is unlawful for any person to operate between the hours of 10:00 p.m. and 7:00 a.m. any steam shovel, pneumatic hammer, derrick, steam or electric hoist or other appliance, the use of which is attended by loud or unusual noise.

P. Blowers. It is unlawful for any person to operate any noise-creating blower or power fan or any internal combustion engine, the operation of which causes noise due to the explosion of operating gases or fluids, unless the noise from such blower or fan is muffled and such engine is equipped with a muffler device sufficient to deaden such noise.

Q. Exceptions. This section shall not apply to persons who are participants in events for which they have obtained a valid permit from the city and have been authorized to engage in such conduct. (Prior code § 5400.1000)

9.40.110 Violation a misdemeanor.

Any person violating any of the provisions of this chapter shall be deemed guilty of a misdemeanor and, upon conviction thereof, shall be fined an amount not exceeding $1,000.00, or be imprisoned in the city or county jail for a period not exceeding six months, or by both such fine and imprisonment. Each day such violation is committed or permitted to continue shall constitute a separate offense and shall be punishable as such hereunder. (Prior code § 5400.1100)

9.40.120 Manner of enforcement.

Violations of this chapter shall be prosecuted in the same manner as other misdemeanor violations of the city’s code. (Prior code § 5400.1200)

9.40.130 Additional remedy—Injunction.

As an additional remedy, the operation or maintenance of any device, instrument, vehicle or machinery in violation of any provision hereof and which causes discomfort or annoyance to reasonable persons of normal sensitiveness or which endangers the comfort, repose, health or peace of residents in the area shall be deemed, and is declared to be, a public nuisance and may be subject to abatement summarily by a restraining order or injunction issued by a court of competent jurisdiction. (Prior code § 5400.1300)

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14896-05 Noise Memo

APPENDIX F

OPERATIONAL NOISE LEVEL CALCULATIONS

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14896 - Upland Colonies
CadnaA Noise Prediction Model: 14896-03.cna
Date: 19.06.23
Analyst: B. Lawson
Calculation Configuration
Configuration
Parameter Value
General
Max. Error (dB)0.00
Max. Search Radius (#(Unit,LEN))2000.01
Min. Dist Src to Rcvr 0.00
Partition
Raster Factor 0.50
Max. Length of Section (#(Unit,LEN))999.99
Min. Length of Section (#(Unit,LEN))1.01
Min. Length of Section (%)0.00
Proj. Line Sources On
Proj. Area Sources On
Ref. Time
Daytime Penalty (dB)0.00
Recr. Time Penalty (dB)5.00
Night-time Penalty (dB)10.00
DTM
Standard Height (m)0.00
Model of Terrain Triangulation
Reflection
max. Order of Reflection 2
Search Radius Src 100.00
Search Radius Rcvr 100.00
Max. Distance Source - Rcvr 1000.00 1000.00
Min. Distance Rvcr - Reflector 1.00 1.00
Min. Distance Source - Reflector 0.10
Industrial (ISO 9613)
Lateral Diffraction some Obj
Obst. within Area Src do not shield On
Screening Incl. Ground Att. over Barrier
Dz with limit (20/25)
Barrier Coefficients C1,2,3 3.0 20.0 0.0
Temperature (#(Unit,TEMP))10
rel. Humidity (%)70
Ground Absorption G 0.50
Wind Speed for Dir. (#(Unit,SPEED))3.0
Roads (RLS-90)
Strictly acc. to RLS-90
Railways (FTA/FRA)
Aircraft (???)
Strictly acc. to AzB
Receiver Noise Levels
Name M.ID Level Lr Limit. Value Land Use Height Coordinates Day Night CNEL Day Night CNEL Type Auto Noise Type X Y Z (dBA)(dBA)(dBA)(dBA)(dBA)(dBA)(ft)(ft)(ft)(ft)
RECEIVERS R01 43.8 34.1 43.5 55.0 45.0 0.0 5.00 a 6142210.48 2353699.29 5.00 RECEIVERS R02 50.0 35.3 48.0 55.0 45.0 0.0 5.00 a 6142953.70 2353783.32 5.00 RECEIVERS R03 30.9 19.6 30.0 55.0 45.0 0.0 5.00 a 6144631.55 2353746.43 5.00 RECEIVERS R04 35.9 20.6 33.8 55.0 45.0 0.0 5.00 a 6144399.08 2353347.84 5.00 RECEIVERS R05 44.6 33.6 43.7 55.0 45.0 0.0 5.00 a 6143420.50 2353349.82 5.00 RECEIVERS R06 51.3 36.2 49.3 55.0 45.0 0.0 5.00 a 6143159.29 2353363.44 5.00 RECEIVERS R07 46.7 33.6 45.2 55.0 45.0 0.0 5.00 a 6142773.82 2353163.07 5.00 RECEIVERS R08 43.3 30.0 41.7 55.0 45.0 0.0 5.00 a 6141897.50 2353158.34 5.00 RECEIVERS R09 32.9 21.6 32.0 55.0 45.0 0.0 5.00 a 6141338.47 2353287.11 5.00 RECEIVERS R10 45.2 31.4 43.5 55.0 45.0 0.0 5.00 a 6141867.68 2353376.72 5.00 Point Source(s)
Name M.ID Result. PWL Lw / Li Operating Time K0 Height Coordinates Day Evening Night Type Value norm.Day Special Night X Y Z (dBA)(dBA)(dBA)dB(A)(min)(min)(min)(dB)(ft)(ft)(ft)(ft) POINTSOURCE POOL07 95.0 95.0 95.0 Lw 95 900.00 0.00 0.00 0.0 5.00 a 6142981.07 2353406.90 5.00 POINTSOURCE POOL06 95.0 95.0 95.0 Lw 95 900.00 0.00 0.00 0.0 5.00 a 6142990.57 2353419.42 5.00 POINTSOURCE POOL05 95.0 95.0 95.0 Lw 95 900.00 0.00 0.00 0.0 5.00 a 6142966.23 2353453.82 5.00 POINTSOURCE POOL04 95.0 95.0 95.0 Lw 95 900.00 0.00 0.00 0.0 5.00 a 6142906.57 2353409.51 5.00 POINTSOURCE POOL03 95.0 95.0 95.0 Lw 95 900.00 0.00 0.00 0.0 5.00 a 6142924.17 2353431.87 5.00 POINTSOURCE POOL02 95.0 95.0 95.0 Lw 95 900.00 0.00 0.00 0.0 5.00 a 6142934.47 2353397.94 5.00 POINTSOURCE POOL01 95.0 95.0 95.0 Lw 95 900.00 0.00 0.00 0.0 5.00 a 6142953.03 2353423.68 5.00 POINTSOURCE AC01 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6143051.36 2353436.75 5.00 POINTSOURCE AC02 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6143063.97 2353445.60 5.00 Urban Crossroads, Inc.Page 3349 of 3744

Name M.ID Result. PWL Lw / Li Operating Time K0 Height Coordinates Day Evening Night Type Value norm.Day Special Night X Y Z (dBA)(dBA)(dBA)dB(A)(min)(min)(min)(dB)(ft)(ft)(ft)(ft) POINTSOURCE AC03 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6143143.50 2353446.06 5.00 POINTSOURCE AC04 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6143157.96 2353443.55 5.00 POINTSOURCE AC05 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6143239.53 2353444.21 5.00 POINTSOURCE AC06 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6143251.97 2353442.64 5.00 POINTSOURCE AC07 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6143332.37 2353440.83 5.00 POINTSOURCE AC08 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6143346.20 2353441.27 5.00 POINTSOURCE AC09 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6143483.27 2353454.36 5.00 POINTSOURCE AC10 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6143482.58 2353467.51 5.00 POINTSOURCE AC11 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6143457.68 2353602.74 5.00 POINTSOURCE AC12 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6143389.06 2353604.58 5.00 POINTSOURCE AC13 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6143374.10 2353604.16 5.00 POINTSOURCE AC14 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6143293.21 2353603.94 5.00 POINTSOURCE AC15 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6143280.33 2353605.74 5.00 POINTSOURCE AC16 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6143201.28 2353607.31 5.00 POINTSOURCE AC17 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6143186.30 2353605.52 5.00 POINTSOURCE AC18 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6143105.70 2353608.93 5.00 POINTSOURCE AC19 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6143091.89 2353609.39 5.00 POINTSOURCE AC20 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6143011.44 2353608.48 5.00 POINTSOURCE AC21 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6142978.68 2353600.65 5.00 POINTSOURCE AC22 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6142903.59 2353555.02 5.00 POINTSOURCE AC23 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6142892.10 2353545.25 5.00 POINTSOURCE AC24 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6142828.78 2353498.74 5.00 POINTSOURCE AC25 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6142818.45 2353490.53 5.00 POINTSOURCE AC26 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6142750.74 2353452.48 5.00 POINTSOURCE AC27 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6142737.80 2353450.89 5.00 POINTSOURCE AC28 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6142952.17 2353279.15 5.00 POINTSOURCE AC29 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6142939.22 2353276.87 5.00 POINTSOURCE AC30 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6142858.83 2353279.37 5.00 POINTSOURCE AC31 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6142845.20 2353277.56 5.00 POINTSOURCE AC32 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6142764.60 2353280.96 5.00 POINTSOURCE AC33 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6142751.50 2353283.45 5.00 POINTSOURCE AC34 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6142657.09 2353448.17 5.00 POINTSOURCE AC35 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6142643.55 2353451.12 5.00 POINTSOURCE AC36 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6142670.80 2353280.96 5.00 POINTSOURCE AC37 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6142656.98 2353280.74 5.00 POINTSOURCE AC38 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6142576.62 2353285.27 5.00 POINTSOURCE AC39 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6142563.89 2353282.77 5.00 POINTSOURCE AC40 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6142563.12 2353451.58 5.00 POINTSOURCE AC41 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6142549.71 2353449.08 5.00 POINTSOURCE AC42 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6142482.72 2353279.16 5.00 POINTSOURCE AC43 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6142469.92 2353285.72 5.00 POINTSOURCE AC44 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6142469.36 2353453.62 5.00 POINTSOURCE AC45 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6142455.93 2353449.99 5.00 POINTSOURCE AC46 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6142389.05 2353287.09 5.00 POINTSOURCE AC47 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6142375.62 2353283.23 5.00 POINTSOURCE AC48 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6142376.01 2353453.38 5.00 POINTSOURCE AC49 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6142361.70 2353451.13 5.00 POINTSOURCE AC50 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6142297.24 2353283.88 5.00 POINTSOURCE AC51 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6142281.90 2353287.77 5.00 POINTSOURCE AC52 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6142200.99 2353286.19 5.00 POINTSOURCE AC53 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6142188.21 2353281.19 5.00 POINTSOURCE AC54 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6142082.10 2353289.79 5.00 POINTSOURCE AC55 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6142069.38 2353287.74 5.00 POINTSOURCE AC56 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6141988.30 2353289.56 5.00 POINTSOURCE AC57 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6141975.80 2353287.28 5.00 POINTSOURCE AC58 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6142281.09 2353454.31 5.00 POINTSOURCE AC59 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6142268.59 2353452.25 5.00 POINTSOURCE AC60 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6142187.78 2353456.57 5.00 POINTSOURCE AC61 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6142144.52 2353457.30 5.00 POINTSOURCE AC62 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6142063.87 2353457.53 5.00 POINTSOURCE AC63 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6142018.57 2353458.52 5.00 POINTSOURCE AC64 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6141971.86 2353456.59 5.00 POINTSOURCE AC65 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6141956.64 2353454.13 5.00 POINTSOURCE PARK01 75.0 75.0 75.0 Lw 75 900.00 0.00 0.00 0.0 5.00 a 6142008.82 2353257.27 5.00 POINTSOURCE PARK02 75.0 75.0 75.0 Lw 75 900.00 0.00 0.00 0.0 5.00 a 6142139.83 2353287.22 5.00 POINTSOURCE PARK03 75.0 75.0 75.0 Lw 75 900.00 0.00 0.00 0.0 5.00 a 6142130.95 2353338.35 5.00 POINTSOURCE PARK04 75.0 75.0 75.0 Lw 75 900.00 0.00 0.00 0.0 5.00 a 6141890.71 2353387.50 5.00 POINTSOURCE PARK05 75.0 75.0 75.0 Lw 75 900.00 0.00 0.00 0.0 5.00 a 6141890.18 2353422.63 5.00 POINTSOURCE PARK06 75.0 75.0 75.0 Lw 75 900.00 0.00 0.00 0.0 5.00 a 6142158.94 2353412.19 5.00 POINTSOURCE PARK07 75.0 75.0 75.0 Lw 75 900.00 0.00 0.00 0.0 5.00 a 6142170.46 2353437.15 5.00 POINTSOURCE PARK08 75.0 75.0 75.0 Lw 75 900.00 0.00 0.00 0.0 5.00 a 6142165.57 2353455.81 5.00 POINTSOURCE PARK09 75.0 75.0 75.0 Lw 75 900.00 0.00 0.00 0.0 5.00 a 6141904.99 2353441.18 5.00 POINTSOURCE PARK10 75.0 75.0 75.0 Lw 75 900.00 0.00 0.00 0.0 5.00 a 6141904.68 2353409.24 5.00 POINTSOURCE PARK11 75.0 75.0 75.0 Lw 75 900.00 0.00 0.00 0.0 5.00 a 6143110.54 2353412.63 5.00 POINTSOURCE PARK12 75.0 75.0 75.0 Lw 75 900.00 0.00 0.00 0.0 5.00 a 6143216.84 2353415.14 5.00 POINTSOURCE PARK13 75.0 75.0 75.0 Lw 75 900.00 0.00 0.00 0.0 5.00 a 6143314.39 2353409.41 5.00 POINTSOURCE PARK14 75.0 75.0 75.0 Lw 75 900.00 0.00 0.00 0.0 5.00 a 6143441.16 2353554.69 5.00 Urban Crossroads, Inc.Page 3350 of 3744

Name M.ID Result. PWL Lw / Li Operating Time K0 Height Coordinates Day Evening Night Type Value norm.Day Special Night X Y Z (dBA)(dBA)(dBA)dB(A)(min)(min)(min)(dB)(ft)(ft)(ft)(ft) POINTSOURCE PARK15 75.0 75.0 75.0 Lw 75 900.00 0.00 0.00 0.0 5.00 a 6143438.04 2353569.11 5.00 POINTSOURCE PARK16 75.0 75.0 75.0 Lw 75 900.00 0.00 0.00 0.0 5.00 a 6143436.36 2353589.11 5.00 POINTSOURCE PARK17 75.0 75.0 75.0 Lw 75 900.00 0.00 0.00 0.0 5.00 a 6143441.72 2353600.92 5.00 POINTSOURCE PARK18 75.0 75.0 75.0 Lw 75 900.00 0.00 0.00 0.0 5.00 a 6142136.44 2353310.98 5.00 POINTSOURCE PARK19 75.0 75.0 75.0 Lw 75 900.00 0.00 0.00 0.0 5.00 a 6141952.24 2353236.43 5.00 POINTSOURCE PARK20 75.0 75.0 75.0 Lw 75 900.00 0.00 0.00 0.0 5.00 a 6141990.78 2353232.41 5.00 POINTSOURCE PARK21 75.0 75.0 75.0 Lw 75 900.00 0.00 0.00 0.0 5.00 a 6141986.74 2353205.99 5.00 POINTSOURCE PARK22 75.0 75.0 75.0 Lw 75 900.00 0.00 0.00 0.0 5.00 a 6141947.26 2353207.56 5.00 Barrier(s)
Name Sel.M.ID Absorption Z-Ext.Cantilever Height Coordinates left right horz.vert.Begin End x y z Ground
(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)
BARRIEREXISTING 0 6.00 a 6141940.55 2353333.42 6.00 0.00 6141934.89 2353333.51 6.00 0.00
6141933.87 2353273.26 6.00 0.00
6142122.57 2353271.43 6.00 0.00
6142123.10 2353329.65 6.00 0.00
6142117.89 2353329.74 6.00 0.00
BARRIEREXISTING 0 6.00 a 6142153.33 2353327.31 6.00 0.00 6142147.72 2353327.18 6.00 0.00
6142147.12 2353265.68 6.00 0.00
6142522.84 2353262.47 6.00 0.00
6142945.23 2353258.69 6.00 0.00
6142992.36 2353257.90 6.00 0.00
6142993.26 2353324.32 6.00 0.00
6142987.65 2353324.42 6.00 0.00
BARRIEREXISTING 0 6.00 a 6143016.37 2353482.86 6.00 0.00 6143011.20 2353482.95 6.00 0.00
6143010.04 2353427.30 6.00 0.00
6143057.60 2353426.04 6.00 0.00
6143057.49 2353432.56 6.00 0.00
6143385.81 2353427.68 6.00 0.00
6143386.92 2353479.96 6.00 0.00
6143381.76 2353480.05 6.00 0.00
BARRIEREXISTING 0 6.00 a 6143443.59 2353419.96 6.00 0.00 6143443.73 2353414.80 6.00 0.00
6143496.47 2353414.13 6.00 0.00
6143497.36 2353506.37 6.00 0.00
6143449.56 2353507.18 6.00 0.00
6143449.91 2353501.57 6.00 0.00
BARRIEREXISTING 0 6.00 a 6141920.92 2353415.42 6.00 0.00 6141915.54 2353415.73 6.00 0.00
6141916.28 2353472.74 6.00 0.00
BARRIEREXISTING 0 6.00 a 6142151.01 2353428.81 6.00 0.00 6142151.03 2353470.11 6.00 0.00
BARRIEREXISTING 0 6.00 a 6142180.42 2353429.21 6.00 0.00 6142181.33 2353469.83 6.00 0.00
BARRIEREXISTING 0 6.00 a 6143421.15 2353565.80 6.00 0.00 6143426.54 2353565.94 6.00 0.00
6143427.62 2353616.87 6.00 0.00
BARRIEREXISTING 0 6.00 a 6143450.95 2353576.07 6.00 0.00 6143451.64 2353616.69 6.00 0.00
BARRIEREXISTING 0 6.00 a 6143492.48 2353563.02 6.00 0.00 6143498.32 2353563.15 6.00 0.00
6143498.77 2353616.12 6.00 0.00
BARRIEREXISTING 0 6.00 a 6141810.74 2353254.13 6.00 0.00 6141878.16 2353253.51 6.00 0.00
6141879.89 2353453.52 6.00 0.00
Urban Crossroads, Inc.Page 3351 of 3744

14896-05 Noise Memo
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14896-05 Noise Memo

APPENDIX G

CONSTRUCTION NOISE LEVEL CALCULATIONS

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14896-05 Noise Memo
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14896 - Upland Colonies
CadnaA Noise Prediction Model: 14896-05_Construction.cna Date: 26.09.24
Analyst: B. Lawson
Calculation Configuration
Configuration
Parameter Value
General
Max. Error (dB)0.00
Max. Search Radius (#(Unit,LEN))2000.01
Min. Dist Src to Rcvr 0.00
Partition
Raster Factor 0.50
Max. Length of Section (#(Unit,LEN))999.99
Min. Length of Section (#(Unit,LEN))1.01
Min. Length of Section (%)0.00
Proj. Line Sources On
Proj. Area Sources On
Ref. Time
Daytime Penalty (dB)0.00
Recr. Time Penalty (dB)5.00
Night-time Penalty (dB)10.00
DTM
Standard Height (m)0.00
Model of Terrain Triangulation
Reflection
max. Order of Reflection 2
Search Radius Src 100.00
Search Radius Rcvr 100.00
Max. Distance Source - Rcvr 1000.00 1000.00
Min. Distance Rvcr - Reflector 1.00 1.00
Min. Distance Source - Reflector 0.10
Industrial (ISO 9613)
Lateral Diffraction some Obj
Obst. within Area Src do not shield On
Screening Incl. Ground Att. over Barrier
Dz with limit (20/25)
Barrier Coefficients C1,2,3 3.0 20.0 0.0
Temperature (#(Unit,TEMP))10
rel. Humidity (%)70
Ground Absorption G 0.50
Wind Speed for Dir. (#(Unit,SPEED))3.0
Roads (RLS-90)
Strictly acc. to RLS-90
Railways (FTA/FRA)
Aircraft (???)
Strictly acc. to AzB
Receiver Noise Levels
Name M.ID Level Lr Limit. Value Land Use Height Coordinates Day Night CNEL Day Night CNEL Type Auto Noise Type X Y Z (dBA)(dBA)(dBA)(dBA)(dBA)(dBA)(ft)(ft)(ft)(ft)
RECEIVERS_PROJECT R01 55.0 55.0 61.7 80.0 0.0 0.0 5.00 r 6671896.97 1865987.11 1450.48 RECEIVERS_PROJECT R02 56.6 56.6 63.2 80.0 0.0 0.0 5.00 r 6672638.61 1866083.69 1456.10 RECEIVERS_PROJECT R03 50.7 50.7 57.4 80.0 0.0 0.0 5.00 r 6674316.74 1866075.19 1442.47 RECEIVERS_PROJECT R04 53.6 53.6 60.3 80.0 0.0 0.0 5.00 r 6674091.06 1865672.75 1424.43 RECEIVERS_PROJECT R05 55.3 55.3 62.0 80.0 0.0 0.0 5.00 r 6673112.65 1865658.17 1430.08 RECEIVERS_PROJECT R06 58.1 58.1 64.8 80.0 0.0 0.0 5.00 r 6672851.26 1865667.38 1433.04 RECEIVERS_PROJECT R07 56.8 56.8 63.5 80.0 0.0 0.0 5.00 r 6672469.26 1865460.53 1429.93 RECEIVERS_PROJECT R08 56.6 56.6 63.3 80.0 0.0 0.0 5.00 r 6671593.21 1865440.98 1431.04 RECEIVERS_PROJECT R09 53.3 53.3 59.9 80.0 0.0 0.0 5.00 r 6671032.11 1865560.27 1432.93 RECEIVERS_PROJECT R10 52.2 52.2 58.8 80.0 0.0 0.0 5.00 r 6671559.70 1865658.81 1437.40 Area Source(s)
Name M.ID Result. PWL Result. PWL''Lw / Li Operating Time Height Day Evening Night Day Evening Night Type Value norm.Day Special Night (ft) (dBA)(dBA)(dBA)(dBA)(dBA)(dBA)dB(A)(min)(min)(min)
SITEBOUNDARY_PROJECT CONSTRUCTION 115.0 115.0 115.0 66.4 66.4 66.4 Lw 115 8 Name ID Height Coordinates
Begin End x y z Ground
(ft)(ft)(ft)(ft)(ft)(ft)
SITEBOUNDARY_PROJECT CONSTRUCTION 8.00 r 6671573.29 1865534.78 1437.59 1429.59 6671571.14 1865773.41 1443.96 1435.96
6671816.13 1865773.36 1442.13 1434.13
6671816.15 1865787.35 1443.11 1435.11
Urban Crossroads, Inc.Page 3355 of 3744

Name ID Height Coordinates
Begin End x y z Ground
(ft)(ft)(ft)(ft)(ft)(ft)
6671838.70 1865809.35 1443.98 1435.98
6671849.42 1865798.07 1443.46 1435.46
6671861.55 1865797.31 1443.71 1435.71
6671862.59 1865779.23 1442.32 1434.32
6671887.76 1865779.46 1443.13 1435.13
6671888.33 1865772.13 1442.24 1434.24
6672440.94 1865775.51 1441.00 1433.00
6672663.12 1865941.30 1442.86 1434.86
6673095.06 1865943.55 1439.71 1431.71
6673094.50 1865956.52 1441.00 1433.00
6673145.25 1865955.40 1440.47 1432.47
6673146.37 1865940.17 1438.83 1430.83
6673186.41 1865940.17 1441.00 1433.00
6673187.76 1865925.00 1438.07 1430.07
6674213.82 1865928.33 1437.41 1429.41
6674213.26 1865897.88 1430.94 1422.94
6674195.22 1865880.96 1427.71 1419.71
6674230.74 1865807.65 1427.91 1419.91
6674150.67 1865756.90 1432.00 1424.00
6674148.41 1865744.50 1432.00 1424.00
6675149.89 1865748.45 1443.59 1435.59
6675156.65 1865749.11 1444.20 1436.20
6675162.90 1865747.80 1444.98 1436.98
6675168.89 1865745.46 1446.40 1438.40
6675173.84 1865742.34 1447.77 1439.77
6675177.49 1865736.61 1449.40 1441.40
6675178.01 1865728.01 1449.88 1441.88
6675175.66 1865721.24 1449.38 1441.38
6675168.63 1865710.83 1447.11 1439.11
6675162.64 1865707.44 1445.30 1437.30
6675152.75 1865707.96 1443.27 1435.27
6675144.67 1865710.04 1442.54 1434.54
6675135.04 1865726.19 1442.41 1434.41
6675128.46 1865730.97 1442.62 1434.62
6673989.39 1865722.51 1432.00 1424.00
6673989.39 1865693.75 1429.77 1421.77
6673188.25 1865685.03 1436.34 1428.34
6672766.87 1865685.54 1437.41 1429.41
6672764.83 1865525.71 1431.00 1423.00
6671750.52 1865514.47 1431.68 1423.68
6671752.86 1865469.68 1431.10 1423.10
6671572.93 1865468.63 1433.17 1425.17
6671094.93 1865464.81 1435.00 1427.00
6670895.31 1865499.77 1428.00 1420.00
6670705.61 1865495.26 1430.69 1422.69
6670700.32 1865495.13 1430.78 1422.78
6670688.38 1865485.46 1431.00 1423.00
6670677.05 1865485.91 1431.00 1423.00
6670665.26 1865485.61 1430.83 1422.83
6670651.66 1865477.75 1430.81 1422.81
6670640.17 1865477.29 1430.94 1422.94
6670628.38 1865478.65 1431.03 1423.03
6670620.37 1865484.40 1431.09 1423.09
6670610.10 1865492.41 1431.06 1423.06
6670600.88 1865501.63 1430.72 1422.72
6670600.73 1865516.44 1430.30 1422.30
6670619.62 1865528.07 1430.00 1422.00
6670632.01 1865536.84 1430.00 1422.00
6670642.74 1865541.68 1430.00 1422.00
6670654.53 1865539.56 1430.00 1422.00
6670661.24 1865528.15 1430.11 1422.11
6670912.86 1865530.12 1433.16 1425.16
Barrier(s)
Name Sel.M.ID Absorption Z-Ext.Cantilever Height Coordinates left right horz.vert.Begin End x y z Ground
(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)
BARRIEREXISTING_PROJECT 0 6.00 r 6671504.85 1865535.28 1437.50 1431.50 6671572.26 1865535.81 1435.97 1429.97
6671570.61 1865735.80 1439.45 1433.45
BARRIEREXISTING_PROJECT 0 6.00 r 6671435.02 1865592.39 1436.82 1430.82 6671434.23 1865537.70 1437.13 1431.13
6671225.90 1865537.18 1433.13 1427.13
6670910.80 1865533.53 1431.73 1425.73
6670877.72 1865548.64 1432.17 1426.17
6670702.20 1865545.51 1432.17 1426.17
Urban Crossroads, Inc.Page 3356 of 3744

Name Sel.M.ID Absorption Z-Ext.Cantilever Height Coordinates left right horz.vert.Begin End x y z Ground
(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)
6670677.72 1865570.77 1432.46 1426.46
6670677.98 1865654.89 1433.27 1427.27
BARRIEREXISTING_PROJECT 0 6.00 r 6671572.96 1865279.53 291.20 285.20 6671570.82 1865467.27 1431.27 1425.27
6671641.57 1865468.35 1430.07 1424.07
6671641.57 1865461.19 1430.85 1424.85
BARRIEREXISTING_PROJECT 0 6.00 r 6671798.25 1865457.72 1431.16 1425.16 6671798.25 1865473.34 1429.99 1423.99
6672132.02 1865474.86 1431.00 1425.00
6672420.00 1865477.47 1430.00 1424.00
6672556.50 1865477.47 1430.00 1424.00
6672556.50 1865462.71 1430.00 1424.00
BARRIEREXISTING_PROJECT 0 6.00 r 6672700.81 1865455.76 1429.94 1423.94 6672701.90 1865478.55 1429.45 1423.45
6672830.80 1865479.20 1428.00 1422.00
6672830.80 1865470.30 1427.79 1421.79
BARRIEREXISTING_PROJECT 0 6.00 r 6672998.99 1865471.17 1426.43 1420.43 6672998.77 1865482.67 1426.40 1420.40
6673061.49 1865482.89 1425.93 1419.93
6673060.62 1865413.45 1424.59 1418.59
BARRIEREXISTING_PROJECT 0 6.00 r 6674026.75 1865690.10 1427.05 1421.05 6674226.75 1865690.36 1427.03 1421.03
6674404.61 1865687.75 1427.33 1421.33
6674604.61 1865689.84 1430.82 1424.82
6674927.79 1865690.88 1431.65 1425.65
6675136.12 1865693.74 1439.33 1433.33
6675122.58 1865646.35 1435.17 1429.17
BARRIEREXISTING_PROJECT 0 6.00 r 6671033.48 1865534.95 1432.81 1426.81 6671033.22 1865602.61 1435.12 1429.12
BARRIEREXISTING_PROJECT 0 6.00 r 6671570.61 1865735.58 1439.44 1433.44 6671503.79 1865735.94 1438.42 1432.42
BARRIEREXISTING_PROJECT 0 6.00 r 6671570.81 1865685.95 1440.00 1434.00 6671502.06 1865685.60 1438.30 1432.30
BARRIEREXISTING_PROJECT 0 6.00 r 6671571.01 1865635.77 1437.60 1431.60 6671513.34 1865635.25 1438.00 1432.00
BARRIEREXISTING_PROJECT 0 6.00 r 6671571.21 1865585.95 1438.00 1432.00 6671516.29 1865585.08 1437.91 1431.91
BARRIERTEMP_PROJECT 0 8.00 r 6672769.14 1865568.14 1433.00 1425.00 6672771.68 1865681.93 1436.97 1428.97
6673096.16 1865683.23 1437.94 1429.94
6673355.79 1865686.10 1436.35 1428.35
6673595.12 1865688.44 1434.56 1426.56
6673897.72 1865690.78 1430.70 1422.70
BARRIERTEMP_PROJECT 0 8.00 r 6671433.92 1865536.36 1439.05 1431.05 6671283.92 1865535.84 1435.35 1427.35
6671039.39 1865533.75 1435.01 1427.01
6670909.96 1865532.45 1433.53 1425.53
6670774.54 1865531.15 1431.28 1423.28
6670663.35 1865530.11 1430.20 1422.20
BARRIERTEMP_PROJECT 0 12.00 r 6671570.61 1865735.58 1445.44 1433.44 6671571.41 1865535.80 1442.07 1430.07
6671482.37 1865535.10 1442.84 1430.84
BARRIERTEMP_PROJECT 0 8.00 r 6671471.07 1865467.02 1435.00 1427.00 6671572.13 1865468.13 1433.25 1425.25
6671641.21 1865468.35 1432.08 1424.08
Building(s)
Name Sel.M.ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft)(ft)(ft)(ft)(ft)
building_00002 x 0 25.00 r 6674267.11 1865618.82 1443.01 1418.01 6674357.09 1865652.60 1443.01 1419.32
6674398.74 1865571.49 1443.01 1422.00
6674286.52 1865526.39 1443.01 1418.45
6674255.86 1865600.51 1443.01 1418.19
building_00003 x 0 25.00 r 6674429.92 1865642.32 1446.75 1421.75 6674432.11 1865622.60 1446.75 1422.00
6674422.91 1865624.35 1446.75 1422.00
6674429.56 1865552.61 1446.75 1422.00
6674551.76 1865566.09 1446.75 1423.94
6674543.39 1865635.35 1446.75 1423.73
6674532.77 1865634.95 1446.75 1423.21
6674530.25 1865652.88 1446.75 1422.76
building_00004 x 0 25.00 r 6674560.98 1865650.88 1448.40 1423.40 6674560.96 1865565.40 1448.40 1424.00
6674680.77 1865564.79 1448.40 1424.63
Urban Crossroads, Inc.Page 3357 of 3744

Name Sel.M.ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft)(ft)(ft)(ft)(ft)
6674683.25 1865653.45 1448.40 1425.00
building_00005 x 0 25.00 r 6674699.14 1865654.20 1450.00 1425.00 6674699.46 1865566.64 1450.00 1424.78
6674821.39 1865563.56 1450.00 1426.00
6674818.24 1865654.31 1450.00 1424.07
building_00006 x 0 25.00 r 6674832.71 1865655.42 1449.02 1424.02 6674829.86 1865564.65 1449.02 1425.78
6674948.98 1865560.87 1449.02 1424.00
6674950.06 1865652.69 1449.02 1424.00
building_00007 x 0 25.00 r 6674961.67 1865567.61 1449.00 1424.00 6674983.22 1865478.68 1449.00 1422.56
6675070.76 1865502.22 1449.00 1421.67
6675048.52 1865588.68 1449.00 1423.00
building_00013 x 0 25.00 r 6672782.25 1865641.82 1452.00 1427.00 6672813.33 1865641.65 1452.00 1426.82
6672813.20 1865621.70 1452.00 1426.55
6672832.99 1865621.56 1452.00 1426.46
6672832.68 1865574.76 1452.00 1425.86
6672808.71 1865574.92 1452.00 1425.70
6672808.82 1865592.39 1452.00 1426.12
6672802.89 1865592.44 1452.00 1426.07
6672802.78 1865573.96 1452.00 1425.62
6672781.83 1865574.06 1452.00 1425.43
building_00014 x 0 25.00 r 6672850.38 1865633.41 1451.44 1426.44 6672900.56 1865634.00 1451.44 1426.00
6672901.00 1865596.80 1451.44 1425.31
6672874.61 1865596.49 1451.44 1426.00
6672874.82 1865580.73 1451.44 1426.00
6672851.00 1865580.43 1451.44 1426.00
building_00015 x 0 25.00 r 6672913.00 1865626.25 1450.17 1425.17 6672913.18 1865577.78 1450.17 1425.00
6672934.52 1865577.86 1450.17 1425.21
6672934.45 1865595.03 1450.17 1425.40
6672940.21 1865595.06 1450.17 1425.54
6672940.27 1865577.88 1450.17 1425.28
6672965.27 1865577.97 1450.17 1425.52
6672965.09 1865626.44 1450.17 1426.00
building_00016 x 0 25.00 r 6672975.52 1865629.17 1450.91 1425.91 6672976.23 1865575.72 1450.91 1425.21
6673001.54 1865576.03 1450.91 1425.00
6673001.32 1865593.17 1450.91 1424.96
6673027.99 1865593.52 1450.91 1423.72
6673027.06 1865664.92 1450.91 1427.17
6673004.18 1865664.62 1450.91 1428.32
6673004.64 1865629.54 1450.91 1424.19
building_00017 x 0 25.00 r 6673037.98 1865641.89 1446.25 1421.25 6673075.51 1865642.06 1446.25 1424.40
6673075.56 1865628.74 1446.25 1424.00
6673083.88 1865628.77 1446.25 1424.00
6673083.99 1865607.59 1446.25 1424.00
6673081.02 1865607.58 1446.25 1423.97
6673081.19 1865571.30 1446.25 1423.00
6673056.49 1865571.17 1446.25 1423.00
6673056.38 1865592.28 1446.25 1423.10
6673038.19 1865592.21 1446.25 1423.00
building_00018 x 0 25.00 r 6673098.20 1865628.79 1449.00 1424.00 6673098.91 1865591.31 1449.00 1424.00
6673124.37 1865591.80 1449.00 1423.62
6673124.70 1865575.35 1449.00 1423.33
6673149.33 1865575.81 1449.00 1423.10
6673148.29 1865629.73 1449.00 1423.84
building_00019 x 0 25.00 r 6673160.17 1865625.85 1448.73 1423.73 6673211.53 1865626.91 1448.73 1423.71
6673212.55 1865578.62 1448.73 1423.04
6673191.12 1865578.18 1448.73 1423.01
6673190.73 1865595.94 1448.73 1423.26
6673185.28 1865595.81 1448.73 1423.27
6673185.68 1865578.34 1448.73 1423.02
6673161.16 1865577.81 1448.73 1423.04
building_00020 x 0 25.00 r 6673227.66 1865635.56 1448.83 1423.83 6673274.75 1865635.77 1448.83 1423.81
6673274.98 1865581.76 1448.83 1423.00
6673250.68 1865581.67 1448.83 1423.08
6673250.60 1865604.31 1448.83 1423.35
6673247.72 1865604.30 1448.83 1423.36
6673247.74 1865598.47 1448.83 1423.29
6673227.83 1865598.40 1448.83 1423.33
Urban Crossroads, Inc.Page 3358 of 3744

Name Sel.M.ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft)(ft)(ft)(ft)(ft)
building_00021 x 0 25.00 r 6673292.07 1865642.85 1449.00 1424.00 6673292.92 1865576.84 1449.00 1422.60
6673314.29 1865577.10 1449.00 1422.45
6673314.11 1865591.48 1449.00 1423.24
6673319.38 1865591.53 1449.00 1423.25
6673319.55 1865577.70 1449.00 1422.53
6673344.73 1865578.01 1449.00 1423.14
6673343.92 1865642.13 1449.00 1424.00
6673315.68 1865641.78 1449.00 1424.00
6673315.68 1865643.16 1449.00 1424.00
building_00022 x 0 25.00 r 6673355.86 1865614.45 1449.00 1424.00 6673371.08 1865614.65 1449.00 1424.00
6673370.52 1865645.11 1449.00 1424.00
6673400.36 1865645.40 1449.00 1424.00
6673400.55 1865594.27 1449.00 1423.36
6673380.54 1865594.49 1449.00 1423.37
6673380.92 1865573.82 1449.00 1422.69
6673356.46 1865573.58 1449.00 1422.67
building_00023 x 0 25.00 r 6673417.27 1865649.14 1449.00 1424.00 6673470.05 1865649.95 1449.00 1424.00
6673470.60 1865616.40 1449.00 1423.85
6673451.44 1865616.11 1449.00 1424.00
6673451.67 1865601.22 1449.00 1424.00
6673444.83 1865601.13 1449.00 1423.98
6673445.22 1865578.31 1449.00 1423.24
6673418.41 1865577.88 1449.00 1422.94
building_00024 x 0 25.00 r 6673481.13 1865649.77 1449.00 1424.00 6673534.82 1865650.37 1449.00 1423.66
6673535.18 1865617.43 1449.00 1423.62
6673514.54 1865617.21 1449.00 1424.00
6673514.76 1865600.40 1449.00 1423.84
6673508.64 1865600.31 1449.00 1423.72
6673508.88 1865577.96 1449.00 1422.52
6673481.91 1865577.68 1449.00 1422.64
building_00025 x 0 25.00 r 6673544.86 1865654.08 1448.40 1423.40 6673545.04 1865620.96 1448.40 1423.42
6673565.23 1865621.08 1448.40 1423.03
6673565.32 1865604.41 1448.40 1422.95
6673570.86 1865604.43 1448.40 1422.78
6673570.97 1865580.59 1448.40 1422.02
6673597.76 1865580.76 1448.40 1420.67
6673597.34 1865654.38 1448.40 1424.14
building_00026 x 0 25.00 r 6673633.28 1865675.33 1450.57 1425.57 6673682.46 1865675.62 1450.57 1426.00
6673682.75 1865630.10 1450.57 1425.42
6673651.00 1865629.91 1450.57 1423.86
6673651.06 1865622.52 1450.57 1423.39
6673624.73 1865622.35 1450.57 1423.36
6673624.59 1865644.26 1450.57 1424.30
6673627.19 1865644.27 1450.57 1424.28
6673627.09 1865661.92 1450.57 1425.02
6673633.36 1865661.98 1450.57 1425.03
building_00027 x 0 25.00 r 6673670.68 1865604.54 1447.23 1422.23 6673730.52 1865605.34 1447.23 1421.64
6673730.97 1865573.32 1447.23 1420.17
6673692.89 1865572.78 1447.23 1419.96
6673692.97 1865566.59 1447.23 1419.62
6673671.18 1865566.29 1447.23 1419.87
building_00028 x 0 25.00 r 6673738.11 1865607.26 1446.38 1421.38 6673738.38 1865574.51 1446.38 1420.26
6673769.76 1865574.95 1446.38 1420.04
6673769.94 1865566.84 1446.38 1419.59
6673802.72 1865566.96 1446.38 1420.52
6673802.64 1865590.07 1446.38 1421.48
6673787.42 1865589.69 1446.38 1421.11
6673787.02 1865607.92 1446.38 1421.71
building_00029 x 0 25.00 r 6673849.38 1865611.46 1447.61 1422.60 6673907.22 1865611.67 1447.61 1421.39
6673907.34 1865579.50 1447.61 1420.58
6673871.20 1865579.37 1447.61 1420.14
6673871.25 1865567.87 1447.61 1419.38
6673849.54 1865567.79 1447.61 1419.31
building_00030 x 0 25.00 r 6673856.43 1865671.75 1448.50 1423.50 6673857.15 1865623.46 1448.50 1422.79
6673890.29 1865623.95 1448.50 1422.03
6673890.05 1865640.47 1448.50 1422.38
6673885.39 1865640.41 1448.50 1422.45
Urban Crossroads, Inc.Page 3359 of 3744

Name Sel.M.ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft)(ft)(ft)(ft)(ft)
6673885.18 1865655.55 1448.50 1422.67
6673908.27 1865655.89 1448.50 1422.15
6673907.95 1865678.38 1448.50 1422.08
6673875.53 1865677.90 1448.50 1422.98
6673875.61 1865672.04 1448.50 1422.95
building_00031 x 0 25.00 r 6674034.11 1865691.69 1446.16 1421.16 6674034.50 1865668.70 1446.16 1420.80
6674051.45 1865668.98 1446.16 1420.46
6674051.60 1865660.32 1446.16 1420.22
6674057.78 1865660.41 1446.16 1420.07
6674057.89 1865653.75 1446.16 1419.82
6674053.87 1865653.66 1446.16 1419.98
6674054.21 1865633.61 1446.16 1419.49
6674085.81 1865634.17 1446.16 1419.00
6674085.00 1865681.98 1446.16 1420.43
6674069.41 1865681.71 1446.16 1420.37
6674069.30 1865687.60 1446.16 1420.79
6674053.38 1865687.32 1446.16 1420.96
6674053.30 1865692.02 1446.16 1421.10
building_00059 x 0 25.00 r 6672804.48 1865472.14 1446.53 1421.53 6672857.08 1865472.44 1446.53 1421.72
6672857.16 1865460.76 1446.53 1421.52
6672865.69 1865460.82 1446.53 1421.17
6672865.91 1865426.22 1446.53 1420.22
6672830.47 1865425.98 1446.53 1419.94
6672830.38 1865440.90 1446.53 1420.61
6672804.69 1865440.73 1446.53 1419.79
building_00060 x 0 25.00 r 6672706.64 1865458.39 1448.93 1423.93 6672739.30 1865458.94 1448.93 1424.00
6672740.14 1865410.29 1448.93 1420.00
6672698.86 1865409.56 1448.93 1421.55
6672698.36 1865438.12 1448.93 1423.33
6672701.94 1865438.17 1448.93 1423.29
6672701.78 1865448.51 1448.93 1423.86
6672706.83 1865448.60 1448.93 1423.84
building_00063 x 0 25.00 r 6672525.70 1865467.81 1449.00 1424.00 6672566.17 1865467.81 1449.00 1424.00
6672566.19 1865446.16 1449.00 1423.96
6672584.32 1865446.15 1449.00 1423.64
6672584.34 1865414.78 1449.00 1423.00
6672557.98 1865414.76 1449.00 1422.78
6672557.97 1865417.99 1449.00 1422.89
6672525.70 1865417.99 1449.00 1424.04
building_00064 x 0 25.00 r 6672409.94 1865464.95 1449.00 1424.00 6672410.37 1865437.07 1449.00 1423.64
6672424.50 1865437.31 1449.00 1423.81
6672424.86 1865415.58 1449.00 1423.35
6672457.33 1865416.10 1449.00 1423.83
6672456.52 1865465.66 1449.00 1424.72
building_00066 x 0 25.00 r 6672235.14 1865464.64 1448.94 1423.94 6672267.04 1865464.72 1448.94 1423.84
6672267.11 1865444.99 1448.94 1423.45
6672281.55 1865445.01 1448.94 1423.32
6672281.63 1865416.26 1448.94 1422.51
6672235.29 1865416.13 1448.94 1423.27
building_00070 x 0 25.00 r 6672099.34 1865452.28 1449.57 1424.57 6672099.82 1865413.27 1449.57 1424.00
6672158.93 1865414.00 1449.57 1424.13
6672158.46 1865452.72 1449.57 1423.25
6672144.11 1865452.55 1449.57 1424.00
6672143.98 1865463.47 1449.57 1424.25
6672103.97 1865463.00 1449.57 1424.87
6672104.10 1865452.34 1449.57 1424.61
building_00071 x 0 25.00 r 6671915.49 1865462.42 1448.99 1423.99 6671947.51 1865462.39 1448.99 1424.00
6671947.50 1865465.45 1448.99 1424.00
6671974.44 1865465.44 1448.99 1423.92
6671974.41 1865439.53 1448.99 1423.36
6671954.65 1865439.53 1448.99 1424.00
6671954.60 1865411.54 1448.99 1423.75
6671915.43 1865411.58 1448.99 1423.38
building_00074 x 0 25.00 r 6671805.75 1865459.62 1450.21 1425.21 6671837.83 1865460.10 1450.21 1426.00
6671838.56 1865410.58 1450.21 1424.31
6671792.34 1865409.86 1450.21 1426.00
6671791.90 1865438.65 1450.21 1425.54
6671806.07 1865438.88 1450.21 1425.70
Urban Crossroads, Inc.Page 3360 of 3744

Name Sel.M.ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft)(ft)(ft)(ft)(ft)
building_00075 x 0 25.00 r 6671612.98 1865458.24 1451.00 1426.00 6671613.19 1865434.18 1451.00 1426.00
6671627.87 1865434.31 1451.00 1426.00
6671628.11 1865407.96 1451.00 1425.38
6671683.26 1865408.45 1451.00 1424.45
6671683.05 1865434.14 1451.00 1425.00
6671661.68 1865433.96 1451.00 1425.34
6671661.58 1865445.60 1451.00 1425.08
6671666.48 1865445.62 1451.00 1425.00
6671666.33 1865462.43 1451.00 1425.00
6671627.62 1865462.07 1451.00 1425.18
6671627.66 1865458.36 1451.00 1425.56
building_00077 x 0 25.00 r 6670694.99 1865662.33 1452.00 1427.00 6670716.11 1865662.77 1452.00 1427.00
6670716.33 1865652.00 1452.00 1427.09
6670738.09 1865652.44 1452.00 1427.03
6670739.02 1865605.90 1452.00 1428.48
6670696.13 1865605.05 1452.00 1428.87
building_00078 x 0 25.00 r 6670745.40 1865631.72 1453.05 1428.05 6670745.94 1865590.17 1453.05 1428.74
6670788.83 1865590.76 1453.05 1428.73
6670788.24 1865636.06 1453.05 1427.72
6670770.87 1865635.86 1453.05 1428.03
6670770.91 1865632.07 1453.05 1428.10
building_00079 x 0 25.00 r 6670795.76 1865624.08 1453.08 1428.08 6670796.42 1865576.77 1453.08 1428.88
6670838.43 1865577.32 1453.08 1428.09
6670837.89 1865616.08 1453.08 1428.00
6670818.04 1865615.79 1453.08 1428.00
6670817.92 1865624.38 1453.08 1428.00
building_00080 x 0 25.00 r 6670845.78 1865611.45 1453.00 1428.00 6670846.23 1865570.04 1453.00 1428.00
6670888.76 1865570.48 1453.00 1428.48
6670888.26 1865616.41 1453.00 1428.18
6670871.16 1865616.24 1453.00 1428.14
6670871.20 1865611.72 1453.00 1428.24
building_00081 x 0 25.00 r 6670896.12 1865619.38 1453.14 1428.14 6670917.82 1865619.57 1453.14 1428.16
6670917.91 1865610.54 1453.14 1428.45
6670938.28 1865610.73 1453.14 1428.74
6670938.60 1865573.50 1453.14 1428.67
6670896.52 1865573.13 1453.14 1428.66
building_00082 x 0 25.00 r 6670945.37 1865608.68 1453.82 1428.82 6670945.99 1865561.41 1453.82 1428.15
6670989.21 1865561.96 1453.82 1426.59
6670988.46 1865619.68 1453.82 1428.64
6670967.37 1865619.42 1453.82 1428.00
6670967.49 1865608.94 1453.82 1428.13
building_00083 x 0 25.00 r 6670995.77 1865608.68 1453.71 1428.71 6670996.27 1865561.92 1453.71 1426.72
6671039.37 1865562.40 1453.71 1428.43
6671038.79 1865613.13 1453.71 1428.92
6671030.89 1865613.02 1453.71 1429.00
6671029.73 1865615.35 1453.71 1428.94
6671027.45 1865617.45 1453.71 1428.86
6671024.21 1865618.35 1453.71 1428.86
6671021.10 1865617.54 1453.71 1428.94
6671018.90 1865615.31 1453.71 1429.00
6671017.88 1865611.85 1453.71 1429.00
6671018.98 1865608.98 1453.71 1429.00
building_00084 x 0 25.00 r 6671045.57 1865621.56 1453.63 1428.63 6671045.73 1865560.16 1453.63 1428.66
6671069.61 1865560.21 1453.63 1429.90
6671069.60 1865572.77 1453.63 1429.91
6671088.57 1865572.80 1453.63 1430.00
6671088.49 1865612.32 1453.63 1429.74
6671068.27 1865612.25 1453.63 1429.00
6671068.24 1865621.64 1453.63 1429.00
building_00085 x 0 25.00 r 6671095.37 1865609.65 1454.92 1429.92 6671095.63 1865563.33 1454.92 1430.00
6671138.55 1865563.55 1454.92 1430.00
6671138.25 1865620.40 1454.92 1429.05
6671117.76 1865620.29 1454.92 1429.00
6671117.80 1865609.77 1454.92 1429.27
building_00086 x 0 25.00 r 6671145.90 1865615.04 1454.27 1429.27 6671146.02 1865573.26 1454.27 1430.00
6671188.79 1865573.34 1454.27 1430.00
Urban Crossroads, Inc.Page 3361 of 3744

Name Sel.M.ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft)(ft)(ft)(ft)(ft)
6671188.71 1865612.72 1454.27 1429.43
6671167.82 1865612.68 1454.27 1429.39
6671166.56 1865618.94 1454.27 1429.26
6671161.19 1865621.28 1454.27 1429.23
6671155.57 1865619.04 1454.27 1429.24
6671154.31 1865615.07 1454.27 1429.33
building_00087 x 0 25.00 r 6671195.80 1865610.60 1454.52 1429.52 6671196.15 1865564.20 1454.52 1430.00
6671239.34 1865564.50 1454.52 1430.00
6671238.92 1865621.42 1454.52 1430.00
6671218.16 1865621.27 1454.52 1429.86
6671218.22 1865610.75 1454.52 1429.94
building_00088 x 0 25.00 r 6671245.44 1865619.00 1455.00 1430.00 6671245.87 1865573.22 1455.00 1430.00
6671289.18 1865573.60 1455.00 1430.85
6671288.79 1865614.97 1455.00 1430.00
6671264.34 1865614.74 1455.00 1430.06
6671264.29 1865619.18 1455.00 1430.00
building_00089 x 0 25.00 r 6671295.58 1865614.01 1455.00 1430.00 6671295.72 1865574.49 1455.00 1430.86
6671338.58 1865574.65 1455.00 1431.00
6671338.42 1865617.12 1455.00 1430.34
6671329.98 1865617.09 1455.00 1430.29
6671327.21 1865621.26 1455.00 1430.20
6671323.06 1865622.45 1455.00 1430.18
6671318.74 1865621.12 1455.00 1430.14
6671316.48 1865617.95 1455.00 1430.17
6671316.37 1865614.09 1455.00 1430.25
building_00090 x 0 25.00 r 6671345.76 1865622.02 1455.31 1430.31 6671366.46 1865622.20 1455.31 1430.51
6671366.53 1865611.94 1455.31 1430.95
6671388.69 1865612.13 1455.31 1431.10
6671389.06 1865565.99 1455.31 1431.67
6671346.21 1865565.61 1455.31 1430.89
building_00091 x 0 25.00 r 6671396.28 1865613.29 1456.11 1431.11 6671396.04 1865571.72 1456.11 1431.83
6671438.53 1865571.44 1456.11 1431.00
6671438.82 1865617.70 1456.11 1430.23
6671420.66 1865617.78 1456.11 1431.00
6671420.62 1865613.15 1456.11 1431.00
building_00092 x 0 25.00 r 6671513.11 1865587.80 1456.81 1431.81 6671560.00 1865588.22 1456.81 1432.00
6671560.39 1865545.53 1456.81 1432.00
6671522.14 1865545.18 1456.81 1431.79
6671521.94 1865565.48 1456.81 1432.00
6671513.35 1865565.38 1456.81 1432.00
building_00093 x 0 25.00 r 6671514.44 1865638.35 1457.00 1432.00 6671557.76 1865638.61 1457.00 1432.04
6671558.03 1865595.27 1457.00 1432.00
6671500.62 1865594.88 1457.00 1431.50
6671500.48 1865616.61 1457.00 1431.66
6671514.58 1865616.70 1457.00 1432.00
building_00094 x 0 25.00 r 6671505.34 1865687.45 1457.36 1432.35 6671555.82 1865688.03 1457.36 1433.42
6671556.34 1865645.34 1457.36 1432.19
6671513.54 1865644.82 1457.36 1432.00
6671513.28 1865667.68 1457.36 1432.41
6671505.62 1865667.58 1457.36 1432.28
6671502.04 1865669.46 1457.36 1432.23
6671500.55 1865673.34 1457.36 1432.22
6671502.01 1865678.15 1457.36 1432.26
6671505.52 1865679.95 1457.36 1432.33
building_00095 x 0 25.00 r 6671506.52 1865737.67 1457.47 1432.47 6671545.26 1865738.21 1457.47 1433.26
6671545.87 1865695.93 1457.47 1433.00
6671498.92 1865695.25 1457.47 1432.28
6671498.60 1865717.70 1457.47 1432.34
6671506.80 1865717.80 1457.47 1432.50
Urban Crossroads, Inc.Page 3362 of 3744

14896-05 Noise Memo

APPENDIX H

CONSTRUCTION NOISE LEVEL CALCULATIONS

Page 3363 of 3744 ends

14896-05 Noise Memo
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Page 3364 of 3744 ends

R ECIRCULATED D RAFT E NVIRONMENTAL I MPACT R EPORT
O CTOBER 2024

V ILLA S ERENA S PECIFIC P LAN P ROJECT

U PLAND , C ALIFORNIA

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TRAFFIC ANALYSIS

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V ILLA S ERENA S PECIFIC P LAN P ROJECT

U PLAND , C ALIFORNIA

R ECIRCULATED D RAFT E NVIRONMENTAL I MPACT R EPORT
O CTOBER 2024

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VILLA SERENA SPECIFIC PLAN (TRACT NO. 20245)

TRAFFIC ANALYSIS
Reference Number Agency Date
April 23, 2024 City of Upland 14896-04 TA Report
PREPARED BY: Charlene So | [email protected] Aric Evatt | [email protected]

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TABLE OF CONTENTS
Table of Contents ............................................................................................................................................... ii Appendices ......................................................................................................................................................... iv List of Exhibits ..................................................................................................................................................... v List of Tables ...................................................................................................................................................... vi List of Abbreviated Terms ............................................................................................................................... vii 1 Introduction............................................................................................................................................... 1

1.1 Summary of Findings ............................................................................................................................................... 1

1.2 Project Overview ....................................................................................................................................................... 3

1.3 Analysis Scenarios ..................................................................................................................................................... 3

1.4 Study Area .................................................................................................................................................................... 5

1.5 Deficiencies .................................................................................................................................................................. 7

1.6 Recommendations .................................................................................................................................................... 8

1.7 Queuing Analysis .................................................................................................................................................... 11 2 Methodologies ........................................................................................................................................ 13

2.1 Level of Service ........................................................................................................................................................ 13

2.2 Intersection Capacity Analysis ........................................................................................................................... 13

2.3 Traffic Signal Warrant Analysis Methodology ............................................................................................ 15

2.4 Minimum Acceptable Levels of Service (LOS) ............................................................................................ 16

2.5 Deficiency Criteria .................................................................................................................................................. 16 3 Area Conditions ...................................................................................................................................... 17

3.1 Existing Circulation Network ............................................................................................................................. 17

3.2 City of Upland General Plan Circulation Element ..................................................................................... 17

3.3 Bicycle & Pedestrian Facilities ............................................................................................................................ 17

3.4 Transit Service .......................................................................................................................................................... 23

3.5 Existing (2022) Traffic Counts ........................................................................................................................... 23

3.6 Intersection Operations Analysis ..................................................................................................................... 25

3.7 Traffic Signal Warrants Analysis ....................................................................................................................... 25 4 Projected Future Traffic ......................................................................................................................... 27

4.1 Project Trip Generation ....................................................................................................................................... 27

4.2 Project Trip Distribution ...................................................................................................................................... 28

4.3 Modal Split ................................................................................................................................................................. 28

4.4 Project Trip Assignment ....................................................................................................................................... 28

4.5 Background Traffic ................................................................................................................................................. 28

4.6 Cumulative Development Traffic ..................................................................................................................... 31

4.7 Near-Term Traffic Conditions ........................................................................................................................... 34 5 Opening Year Cumulative (2025) Traffic Conditions .......................................................................... 35

5.1 Roadway Improvements ..................................................................................................................................... 35

5.2 Without Project Traffic Volume Forecasts .................................................................................................. 35

5.3 With Project Traffic Volume Forecasts ......................................................................................................... 35

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5.4 Intersection Operations Analysis ..................................................................................................................... 35

5.5 Traffic Signal Warrants Analysis ....................................................................................................................... 38

5.6 Project Deficiencies and Recommended Improvements ...................................................................... 38 6 Local and Regional Funding Mechanisms ........................................................................................... 39

6.1 Measure “I” Funds ................................................................................................................................................... 39

6.2 City of Upland Development Impact Fee (DIF) Program ....................................................................... 39 7 References ............................................................................................................................................... 41

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APPENDICES
Appendix 1.1: Approved Traffic Study Scoping Agreement
Appendix 1.2: Site Adjacent Queues
Appendix 3.1: Traffic Counts
Appendix 3.2: Existing (2022) Conditions Intersection Operations Analysis Worksheets Appendix 5.1: Opening Year Cumulative (2025) Without Project Conditions Intersection Operations Analysis Worksheets
Appendix 5.2: Opening Year Cumulative (2025) With Project Conditions Intersection Operations Analysis Worksheets
Appendix 5.3: Opening Year Cumulative (2025) With Project Conditions Freeway Traffic Signal Warrant Analysis Worksheets

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LIST OF EXHIBITS
Exhibit 1-1: Location Map .................................................................................................................................. 2 Exhibit 1-2: Preliminary Site Plan ..................................................................................................................... 4 Exhibit 1-3: Study Area ....................................................................................................................................... 6 Exhibit 1-4: Site Access Recommendations ................................................................................................... 9 Exhibit 1-5: Concept Striping Plan .................................................................................................................. 10 Exhibit 3-1: Existing Number of Through Lanes and Intersection Controls ............................................. 18 Exhibit 3-2: City of Upland General Plan Circulation Element .................................................................... 19 Exhibit 3-3: City of Upland General Plan Roadway Cross-Sections ........................................................... 19 Exhibit 3-4: City of Upland General Plan Bike Network ............................................................................... 21 Exhibit 3-5: Existing Pedestrian Facilities ...................................................................................................... 22 Exhibit 3-6: Existing (2022) Traffic Volumes .................................................................................................. 24 Exhibit 4-1: Project Trip Distribution .............................................................................................................. 29 Exhibit 4-2: Project Only Traffic volumes ...................................................................................................... 30 Exhibit 4-3: Cumulative Development Location Map .................................................................................. 32 Exhibit 4-4: Cumulative Only Traffic Volumes .............................................................................................. 33 Exhibit 5-1: Opening Year Cumulative (2025) Without Project Traffic Volumes ...................................... 36 Exhibit 5-2: Opening Year Cumulative (2025) With Project Traffic Volumes ............................................ 37

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LIST OF TABLES
Table 1-1: Intersection Analysis Locations ...................................................................................................... 5 Table 1-2: Summary of LOS ............................................................................................................................... 7 Table 2-1: Signalized Intersection LOS Thresholds ...................................................................................... 14 Table 2-2: Unsignalized Intersection LOS Thresholds ................................................................................. 15 Table 3-1: Intersection Analysis for Existing (2022) Conditions ................................................................. 25 Table 4-1: Trip Generation Summary ............................................................................................................ 27 Table 4-2: Cumulative Development land use Summary ........................................................................... 31 Table 5-1: Intersection Analysis for Opening Year Cumulative (2025) Conditions .................................. 38

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LIST OF ABBREVIATED TERMS
(1) Reference
ADT Average Daily Traffic
CAMUTCD California Manual on Uniform Traffic Control Devices Caltrans California Department of Transportation
CMP Congestion Management Program
DIF Development Impact Fee
DU Dwelling Units
HCM Highway Capacity Manual
ITE Institute of Transportation Engineers
LOS Level of Service
N/A Not Applicable
NP No Project or Without Project
PHF Peak Hour Factor
Project Villa Serena Specific Plan
RTP Regional Transportation Plan
RV Recreational Vehicle
SBCTA San Bernardino County Transportation Authority
SCAG Southern California Association of Governments
SCS Sustainable Communities Strategy
TA Traffic Analysis
v/c Volume to Capacity
vphgpl Vehicles per Hour Green per Lane
WP With Project

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1 1 INTRODUCTION
This report presents the results of the Traffic Analysis (TA) for Villa Serena Specific Plan development (“Project”), which is located on the northeast corner of Fernando Avenue and 15th Street in the City of Upland, as shown on Exhibit 1-1. The purpose of this TA is to evaluate the potential circulation system deficiencies that may result from the development of the proposed Project, and where necessary recommend improvements to achieve acceptable operations consistent with the City’s General Plan level of service goals and policies. This TA has been prepared in accordance with the City’s Traffic Impact Analysis Guidelines (dated July 2020) (City Guidelines ). (1) The Project traffic study scoping agreement is provided in Appendix 1.1 of this TA, which has been reviewed and approved by the City of Upland.

1.1 SUMMARY OF FINDINGS
The Project is to construct the following improvements as design features in conjunction with development of the site:
• Project to construct Coyote Run Drive West (private driveway) to curve and connect with a new westerly alignment of 15th Street. Project to construct the new westerly alignment of 15th Street between Coyote Run Drive West and the existing westerly terminus (which occurs just east of Campus Avenue). Project to construct 15th Street with 26-feet of pavement to accommodate two-way traffic consistent with the City’s standards. Improvements will include curb and gutter improvements to both sides and a sidewalk along the south side which will join with the existing sidewalk adjacent to the existing recreational vehicle (RV) storage.
• Project to construct the ultimate half-section of 15th Street as a local (66-foot right-of-way) along the Project’s frontage between Fernando Avenue and the Project’s eastern boundary consistent with the City’s standards. Frontage improvements include pavement, curb-and-gutter, sidewalk, and landscaping improvements. The proposed sidewalk on the north side of 15th Street will join the proposed sidewalk within the Project to the existing sidewalk on Fernando Avenue. Project will also construct a knuckle on 15th Street at Fernando Avenue.
• A secondary Project access is proposed to 15th Street east of 13th Avenue (Coyote Run Drive East). This driveway will accommodate egress only via a gated entry.

Additional details and intersection lane geometrics are provided in Section 1.6 Recommendations of this report. The Project is not anticipated to require the construction any off-site improvements. As such, the Project Applicant’s responsibility for the Project’s contributions towards future off-site improvements is fulfilled through payment into pre-existing fee programs (if applicable). The Project Applicant would be required to pay requisite fees consistent with the City’s requirements (see Section 6 Local and Regional Funding Mechanisms ).

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2 EXHIBIT 1 -1: LOCATION MAP

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3 1.2 PROJECT OVERVIEW
A preliminary site plan for the proposed Project is shown on Exhibit 1-2. The Project is proposed to consist of the development of 65 single family detached residential dwelling units. The proposed Project is anticipated to have an opening year of 2025. As indicated on Exhibit 1-2, vehicular access will be provided to 15th Street to the west along a new westerly alignment of 15th Street (via Coyote Run Drive West) and a secondary egress only access to the existing 15th Street (at Coyote Run Drive East). The extension of 15th Street will be separated from the existing 15th Street alignment via a proposed knuckle at Fernando Avenue where the existing 15th Street would terminate. Coyote Run Drive is a private internal roadway proposed within the Project. In order to develop the traffic characteristics of the proposed Project, trip-generation statistics published in the Institute of Transportation Engineers (ITE) Trip Generation Manual (11th Edition, 2021) have been used. (2) The Project is anticipated to generate a total of 614 two-way trips per day with 46 AM peak hour trips and 61 PM peak hour trips (actual vehicles). The assumptions and methods used to estimate the Project’s trip generation characteristics are discussed in greater detail in Section 4.1 Project Trip Generation of this report.

1.3 ANALYSIS SCENARIOS
For the purposes of this traffic study, potential deficiencies to traffic and circulation have been assessed for each of the following conditions:
• Existing (2022) Conditions
• Opening Year Cumulative (2025) Without Project
• Opening Year Cumulative (2025) With Project

1.3.1 EXISTING (2022) CONDITIONS
Information for Existing (2022) conditions is disclosed to represent the baseline traffic conditions as they existed at the time this report was prepared. For a detailed discussion on the existing traffic counts, see Section 3.5 Existing Traffic Counts.

1.3.2 OPENING YEAR CUMULATIVE (2025) CONDITIONS
The Opening Year Cumulative (2025) traffic conditions analysis determines the potential near-term cumulative circulation system deficiencies. The roadway network is similar to Existing conditions except for new connections to be constructed by the Project. To account for background traffic growth, an ambient growth factor from Existing (2022) conditions of 6.12% (2 percent per year, compounded over 3 years) is included for Opening Year Cumulative (2025) traffic conditions.

Conservatively, this TA estimates the area ambient traffic growth and then adds traffic generated by other known or probable related projects. These related projects are at least in part already accounted for in the assumed ambient growth rates; and some of these related projects may not be implemented and operational within the 2025 Opening Year time frame assumed for the Project. The resulting traffic growth utilized in the TA (ambient growth factor plus traffic generated by related projects) would therefore tend to overstate rather than understate background cumulative traffic deficiencies under 2025 conditions.

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4 EXHIBIT 1 -2: PRELIMINARY SITE PLAN

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5 1.4 STUDY AREA
To ensure that this TA satisfies the City of Upland’s traffic study requirements, Urban Crossroads, Inc. prepared a Project traffic study scoping package for review by City of Upland staff prior to the preparation of this report. This agreement provides an outline of the Project study area, trip generation, trip distribution, and analysis methodology. The agreement approved by the City is included in Appendix 1.1 of this TA.

The 5 study area intersections shown on Exhibit 1-3 and listed in Table 1-1 were selected for evaluation in this TA based on consultation with City of Upland staff. At a minimum, the study area includes intersections where the Project is anticipated to contribute 50 or more peak hour trips per the City’s Guidelines. (1) The “50 peak hour trip” criterion represents a minimum number of trips at which a typical intersection would have the potential to be affected by a given development proposal. The 50 peak hour trip criterion is a traffic engineering rule of thumb that is accepted and used throughout the City for the purposes of estimating a potential area of influence (i.e., study area). Some study area intersections have been added at the request of City staff through the scoping process, although the Project is anticipated to contribute less than 50 peak hour trips.

TABLE 1 -1: INTERSECTION ANALYSIS LOCATIONS

The intent of a Congestion Management Program (CMP) is to more directly link land use, transportation, and air quality, thereby prompting reasonable growth management programs that will effectively utilize new transportation funds, alleviate traffic congestion and related impacts, and improve air quality. Counties within California have developed CMPs with varying methods and strategies to meet the intent of the CMP legislation. The County of San Bernardino CMP became effective with the passage of Proposition 111 in 1990 and updated most recently in 2016. The San Bernardino County Transportation Authority (SBCTA) adopted the 2016 CMP for the County of San Bernardino in June 2016. (3) There are no study area intersections identified as a San Bernardino County CMP intersection.

#Intersection Jurisdiction CMP Intersection?
1 Campus Av. & 16th St.U pland No
2 Campus Av. & 15th St.Upland No
3 Campus Av. & 14th St.Upland No
4 Coyote Run Dr. West & 15th St.Upland No
5 Coyote Run Dr. East & 15th St.Upland No

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6 EXHIBIT 1 -3: STUDY AREA

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7 1.5 DEFICIENCIES
This section provides a summary of deficiencies by analysis scenario. Section 2 Methodologies provides information on the methodologies used in the analysis and Section 5 Opening Year Cumulative (2025) Traffic Conditions includes the detailed analysis. A summary of LOS results for all analysis scenarios is presented on Table 1-2.

TABLE 1-2: SUMMARY OF LOS

1.5.1 EXISTING (2022) CONDITIONS
The study area intersections are currently operating at an acceptable LOS during the peak hours.

1.5.2 OPENING YEAR CUMULATIVE (2025) CONDITIONS
All study area intersections are anticipated to continue to operate at an acceptable LOS during the peak hours under Opening Year Cumulative (2025) Without and With Project traffic conditions. As such, no improvements are necessary.

#Intersection AM PM AM PM AM PM
1 Campus Av. & 16th St.
2 Campus Av. & 15th St.
3 Campus Av. & 14th St.
4 Coyote Run Dr. West & 15th St.N/A N/A N/A N/A
5 Coyote Run Dr. East & 15th St.N/A N/A N/A N/A
= A - D = E = F
Existing 2025 NP 2025 WP

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8 1.6 RECOMMENDATIONS
The following recommendations are based on the minimum improvements needed to accommodate site access and maintain acceptable peak hour operations for the proposed Project. The site adjacent recommendations are shown on Exhibit 1-4. Exhibit 1-5 illustrates the concept striping plan for the site adjacent roadways of Rider Street and Patterson Avenue. • Project to construct the ultimate half-section of 15th Street as a local (66-foot right-of-way) along the Project’s frontage between Fernando Avenue and the Project’s eastern boundary consistent with the City’s standards. Frontage improvements include pavement, curb-and-gutter, sidewalk, and landscaping improvements. The proposed sidewalk on the north side of 15th Street will join the proposed sidewalk within the Project to the existing sidewalk on Fernando Avenue.

Recommendation 1 – Coyote Run Drive West & 15th Street (#4) – Project to construct Coyote Run Drive West (private driveway) to curve and connect with a new westerly alignment of 15th Street.

Recommendation 2 – Fernando Avenue & 15th Street – Project will construct a knuckle on 15th Street at Fernando Avenue consistent with City standards.

Recommendation 3 – Coyote Run Drive East & 15th Street (#5) – The following improvements are necessary to accommodate site access:
• Project to install a stop control on the southbound approach (egress Project traffic) to implement a cross- street stop-controlled intersection. Driveway be restricted to egress only. This driveway will serve as a secondary access point and will be gated.

Recommendation 4 – Western Alignment of 15th Street – Project to construct the new westerly alignment of 15th Street between Coyote Run Drive West and the existing westerly terminus (which occurs just east of Campus Avenue). Project to construct 15th Street with 26-feet of pavement to accommodate two-way traffic consistent with the City’s standards. Improvements will include curb and gutter improvements to both sides and a sidewalk along the south side which will join with the existing sidewalk adjacent to the existing RV storage. Three speed tables are proposed along 15th Street as a traffic calming measure. A concept striping plan is provided on Exhibit 1-5.

Recommendation 5 – 15th Street – Project to construct the ultimate half-section of 15th Street as a local (66-foot right-of-way) along the Project’s frontage between Fernando Avenue and the Project’s eastern boundary consistent with the City’s standards. Frontage improvements include pavement, curb-and- gutter, sidewalk, and landscaping improvements. The proposed sidewalk on the north side of 15th Street will join the proposed sidewalk within the Project to the existing sidewalk on Fernando Avenue.

On-site traffic signing and striping should be implemented agreeable with the provisions of the California Manual on Uniform Traffic Control Devices (CA MUTCD) and in conjunction with detailed construction plans for the Project site.

Sight distance at each project access point should be reviewed with respect to standard Caltrans and City of Upland sight distance standards at the time of preparation of final grading, landscape, and street improvement plans.

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9 EXHIBIT 1 -4: SITE ACCESS RECOMMENDATIONS

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10 EXHIBIT 1 -5: CONCEPT STRIPING PLAN

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11 1.7 QUEUING ANALYSIS
The traffic modeling and signal timing optimization software package SimTraffic has been utilized to assess the queues. SimTraffic is designed to model networks of signalized and unsignalized intersections, with the primary purpose of checking and fine-tuning signal operations. SimTraffic uses the input parameters from Synchro to generate random simulations. These random simulations generated by SimTraffic have been utilized to determine the 95th percentile queue lengths observed for each applicable turn lane. A SimTraffic simulation has been recorded up to 5 times, during the weekday AM and weekday PM peak hours, and has been seeded for 15-minute periods with 60-minute recording intervals. The results of the queuing analysis are provided in Appendix 1.2 of this report for Opening Year Cumulative (2025) traffic conditions. No site adjacent queues are anticipated with the proposed improvements.

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13 2 METHODOLOGIES
This section of the report presents the methodologies used to perform the traffic analyses summarized in this report. The methodologies described are consistent with City of Upland’s Traffic Study Guidelines.

2.1 LEVEL OF SERVICE
Traffic operations of roadway facilities are described using the term “Level of Service” (LOS). LOS is a qualitative description of traffic flow based on several factors, such as speed, travel time, delay, and freedom to maneuver. Six levels are typically defined ranging from LOS A, representing completely free-flow conditions, to LOS F, representing breakdown in flow resulting in stop-and-go conditions.

LOS E represents operations at or near capacity, an unstable level where vehicles are operating with the minimum spacing for maintaining uniform flow.

2.2 INTERSECTION CAPACITY ANALYSIS
The definitions of LOS for interrupted traffic flow (flow restrained by the existence of traffic signals and other traffic control devices) differ slightly depending on the type of traffic control. The LOS is typically dependent on the quality of traffic flow at the intersections along a roadway. The 6th Edition Highway Capacity Manual (HCM) methodology expresses the LOS at an intersection in terms of delay time for the various intersection approaches. (4) The HCM uses different procedures depending on the type of intersection control.

2.2.1 SIGNALIZED INTERSECTIONS
The City of Upland requires signalized intersection operations analysis based on the methodology described in the HCM. (4) Intersection LOS operations are based on an intersection’s average control delay. Control delay includes initial deceleration delay, queue move-up time, stopped delay, and final acceleration delay. For signalized intersections LOS is related to the average control delay per vehicle and is correlated to a LOS designation as described on Table 2-1.

The traffic modeling and signal timing optimization software package Synchro (Version 11) has been utilized to analyze signalized intersections. Synchro is a macroscopic traffic software program that is based on the signalized intersection capacity analysis as specified in the HCM. Macroscopic level models represent traffic in terms of aggregate measures for each movement at the study intersections. Equations are used to determine measures of effectiveness such as delay and queue length. The level of service and capacity analysis performed by Synchro takes into consideration optimization and coordination of signalized intersections within a network.

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14 TABLE 2 -1: SIGNALIZED INTERSECTION LOS THRESHOLDS

A saturation flow rate of 1700 has been utilized for single left turn lanes and 1800 for through and right turn lanes at all study area intersections consistent with the City’s Guidelines. The peak hour traffic volumes have been adjusted using a peak hour factor (PHF) to reflect peak 15-minute volumes.

Customary practice for LOS analysis is to use a peak 15-minute rate of flow. However, flow rates are typically expressed in vehicles per hour. The PHF is the relationship between the peak 15-minute flow rate and the full hourly volume (e.g., PHF = [Hourly Volume] / [4 x Peak 15-minute Flow Rate]). The use of a 15-minute PHF produces a more detailed analysis as compared to analyzing vehicles per hour.

Existing PHFs have been used for all analysis scenarios. Per the HCM, PHF values over 0.95 often are indicative of high traffic volumes with capacity constraints on peak hour flows while lower PHF values are indicative of greater variability of flow during the peak hour. (4)

Description Average Control Delay
(Seconds), V/C ≤ 1.0
Level of Service,
V/C ≤ 1.01
Operations with very low delay occurring with favorable progression and/or short cycle length.0 to 10.00 A
Operations with low delay occurring with good progression and/or short cycle lengths.10.01 to 20.00 B
Operations with average delays resulting from fair
progression and/or longer cycle lengths. Individual cycle failures begin to appear.

20.01 to 35.00 C
Operations with longer delays due to a combination of
unfavorable progression, long cycle lengths, or high V/C ratios. Many vehicles stop and individual cycle failures are noticeable.

35.01 to 55.00 D
Operations with high delay values indicating poor
progression, long cycle lengths, and high V/C ratios.

I ndividual cycle failures are frequent occurrences. This is considered to be the limit of acceptable delay.

55.01 to 80.00 E
Operation with delays unacceptable to most drivers
occurring due to over saturation, poor progression, or very long cycle lengths.

80.01 and up F
Source: HCM, 6th Edition
1 If V/C is greater than 1.0 then LOS is F per HCM.

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15 2.2.2 UNSIGNALIZED INTERSECTIONS
The City of Upland requires the operations of unsignalized intersections be evaluated using the methodology described in the HCM. (4) The LOS rating is based on the weighted average control delay expressed in seconds per vehicle (see Table 2-2). At two-way or side-street stop-controlled intersections, LOS is calculated for each controlled movement and for the left turn movement from the major street, as well as for the intersection as a whole. For approaches composed of a single lane, the delay is computed as the average of all movements in that lane. Delay for the intersection is reported for the worst individual movement at a two-way stop-controlled intersection. For all-way stop controlled intersections, LOS is computed for the intersection as a whole (average delay).

TABLE 2 -2: UNSIGNALIZED INTERSECTION LOS THRESHOLDS

2.3 TRAFFIC SIGNAL WARRANT ANALYSIS METHODOLOGY
The term “signal warrants” refers to the list of established criteria used by the California Department of Transportation (Caltrans) and other public agencies to quantitatively justify or determine the potential need for installation of a traffic signal at an otherwise unsignalized intersection. This TA uses the signal warrant criteria presented in the latest edition of the Caltrans California Manual on Uniform Traffic Control Devices (CA MUTCD). (5)
The signal warrant criteria for Existing study area intersections are based upon several factors, including volume of vehicular and pedestrian traffic, frequency of accidents, and location of school areas. The CA MUTCD indicates that the installation of a traffic signal should be considered if one or more of the signal warrants are met. (5) Specifically, this TA utilizes the Peak Hour Volume-based Warrant 3 as the appropriate representative traffic signal warrant analysis for existing traffic conditions and for all future analysis scenarios for existing unsignalized intersections. Warrant 3 is appropriate to use for this TA because it provides specialized warrant criteria for intersections with rural characteristics. For the purposes of this study, the speed limit was the basis for determining whether Urban or Rural warrants were used for a given intersection. Rural warrants have been used as posted speed limits on the major roadways with unsignalized intersections are over 40 miles per hour while urban warrants have been used where speeds are 40 miles per hour or below.

Description Average Control Delay
(Seconds), V/C ≤ 1.0
Level of Service,
V/C ≤ 1.01
Little or no delays.0 to 10.00 A
Short traffic delays.10.01 to 15.00 B
Average traffic delays.15.01 to 25.00 C
Long traffic delays.25.01 to 35.00 D
Very long traffic delays.35.01 to 50.00 E
Extreme traffic delays with intersection capacity exceeded.> 50.00 F Source: HCM, 6th Edition
1 If V/C is greater than 1.0 then LOS is F per HCM.

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16 Future intersections that do not currently exist have been assessed regarding the potential need for new traffic signals based on future average daily traffic (ADT) volumes, using the Caltrans planning level ADT-based signal warrant analysis worksheets. Similarly, the speed limit has been used as the basis for determining the use of Urban and Rural warrants. Traffic signal warrant analyses were performed at Coyote Run East at 15th Street only as there are no other applicable unsignalized study area intersections.

The traffic signal warrant analyses for future conditions are presented in Section 5 Opening Year Cumulative (2025) Traffic Condition s of this report. It is important to note that a signal warrant defines the minimum condition under which the installation of a traffic signal might be warranted. Meeting this threshold condition does not require that a traffic control signal be installed at a particular location, but rather, that other traffic factors and conditions be evaluated in order to determine whether the signal is truly justified. It should also be noted that signal warrants do not necessarily correlate with LOS. An intersection may satisfy a signal warrant condition and operate at or above acceptable LOS or operate below acceptable LOS and not meet a signal warrant.

2.4 MINIMUM ACCEPTABLE LEVELS OF SERVICE (LOS)
Minimum Acceptable LOS and associated definitions of intersection deficiencies has been obtained from each of the applicable surrounding jurisdictions. Consistent with the City’s Guidelines, the following criteria will be applied for the traffic analysis: Strive to maintain LOS D at all intersections outside of the Downtown Specific Plan area and the Transit Priority Roadways except where such improvements are physically infeasible or would negatively affect bicyclists, pedestrians, or transit users (Policy CIR-1.1 of the General Plan).
• Any study intersection operating at an acceptable LOS D or better without project traffic in which the addition of project traffic causes the intersection to degrade to a LOS E or F shall identify improvements to improve operations to LOS D or better.
• Any study intersection that is operating at LOS E or F without project traffic shall improve the intersection operations to LOS D or better.

2.5 DEFICIENCY CRITERIA
To determine whether the addition of Project traffic at a study intersection result in a deficiency, the following thresholds will be utilized:
• Any study intersection that is operating at a LOS A, B, C, or D for any study scenario without Project traffic in which the addition of Project traffic causes the intersection to degrade to LOS E or LOS F shall improve that deficiency so as to bring the intersection back to at least LOS D. • Any study intersection that is operating at LOS E or LOS F for any study scenario without Project traffic shall improve any deficiency so as to bring the intersection back to at least LOS D.

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17 3 AREA CONDITIONS
This section provides a summary of the existing circulation network, the City of Upland General Plan Circulation Network, and a review of existing peak hour intersection operations analysis.

3.1 EXISTING CIRCULATION NETWORK
Pursuant to the scoping agreement with City of Upland staff (Appendix 1.1), the study area includes a total of 5 existing and future intersections as shown previously on Exhibit 1-3, where the Project is anticipated to contribute 50 or more peak hour trips or were added at the City’s request during the scoping process. Exhibit 3-1 illustrates the study area intersections located near the proposed Project and identifies the number of through traffic lanes for existing roadways and intersection traffic controls.

3.2 CITY OF UPLAND GENERAL PLAN CIRCULATION ELEMENT
As noted previously, the Project site is located within the City of Upland. The roadway classifications and planned (ultimate) roadway cross-sections of the major roadways within the study area, as identified on City of Upland General Plan Circulation Element, are described subsequently. Exhibit 3- 2 shows the City of Upland General Plan Circulation Element and Exhibit 3-3 illustrates the City of Upland General Plan roadway cross-sections.

The following study area roadways within the City of Upland is classified as a Secondary Arterial:
• Campus Avenue
• 16th Street

3.3 BICYCLE & PEDESTRIAN FACILITIES
The City of Upland bike network is shown on Exhibit 3-4. 16th Street within the study area is a Class II (on-street, striped) bike facility which currently exists. Campus Avenue is identified as an existing Class III (shared on-street, signed but not striped) that is proposed to be upgraded to a Class II bike facility as priority bike lanes.

Campus Avenue is identified as a pedestrian needs priority area between 15th Street and 16th Street.

Exhibit 3-5 illustrates the existing crosswalks and sidewalks throughout the study area. Development of the proposed Project would connect the Project to existing pedestrian facilities from those constructed by the Project along its frontage 15th Street. The sidewalk improvements along 15th Street will either connect with the existing sidewalk in front of the existing RV storage and also along the Project frontage to the existing sidewalk along the western side of Fernando Avenue.

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18 EXHIBIT 3 -1: EXISTING NUMBER OF THROUGH LANES AND INTERSECTION CONTROLS

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19 EXHIBIT 3 -2: CITY OF UPLAND GENERAL PLAN CIRCULATION ELEMENT

EXHIBIT 3 -3: CITY OF UPLAND GENERAL PLAN ROADWAY CROSS -SECTIONS

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20

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21 EXHIBIT 3 -4: CITY OF UPLAND GENERAL PLAN BIKE NETWORK

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22 EXHIBIT 3 -5: EXISTING PEDESTRIAN FACILITIES

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23 3.4 TRANSIT SERVICE
The study area is currently served by Omnitrans, a public transit agency serving various jurisdictions within San Bernardino County, with existing bus service along Foothill Road (SR-66) (and a portion of Campus Avenue south of Foothill Boulevard) via Omnitrans Route 66 and Route 86. Transit service is reviewed and updated by Omnitrans periodically to address ridership, budget and community demand needs. Changes in land use can affect these periodic adjustments which may lead to either enhanced or reduced service where appropriate.

3.5 EXISTING (202 2) TRAFFIC COUNTS
The intersection LOS analysis is based on the traffic volumes observed during the peak hour conditions using traffic count data collected in January and August 2022 when local schools were in session and operating on normal bell schedules. The following peak hours were selected for analysis:
• Weekday AM Peak Hour (peak hour between 7:00 AM and 9:00 AM) • Weekday PM Peak Hour (peak hour between 4:00 PM and 6:00 PM) There were no observations made in the field that would indicate atypical traffic conditions on the count dates, such as construction activity or detour routes and near-by schools were in session and operating on normal schedules. The raw manual peak hour turning movement traffic count data sheets are included in Appendix 3.1.

Existing weekday ADT volumes on arterial highways throughout the study area are shown on Exhibit 3-6. Existing ADT volumes were based upon factored intersection peak hour counts collected by Urban Crossroads, Inc. using the following formula for each intersection leg:

Weekday PM Peak Hour (Approach Volume + Exit Volume) x 12.7 = Leg Volume A comparison of the PM peak hour and daily traffic volumes of various roadway segments within the study area indicated that the peak-to-daily relationship is approximately 7.9 percent. As such, the above equation utilizing a factor of 12.7 estimates the ADT volumes on the study area roadway segments assuming a peak-to-daily relationship of approximately 6.8 percent (i.e., 1/0.079 = 12.7) and was assumed to sufficiently estimate ADT volumes for planning-level analyses. This factor is consistent with that used for other traffic studies within the study area. Existing weekday AM and weekday PM peak hour intersection volumes are shown on Exhibit 3-6.

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24 EXHIBIT 3 -6: EXISTING (2022) TRAFFIC VOLUMES

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25 3.6 INTERSECTION OPERATIONS ANALYSIS
Existing peak hour traffic operations have been evaluated for the study area intersections based on the analysis methodologies presented in Section 2.2 Intersection Capacity Analysis of this report. The intersection operations analysis results are summarized on Table 3-1, which indicates that all existing study area intersections are currently operating at acceptable LOS during the peak hours. The intersection operations analysis worksheets are included in Appendix 3.2 of this TA.

TABLE 3 -1: INTERSECTION ANALYSIS FOR EXISTING (2022) CONDITIONS

3.7 TRAFFIC SIGNAL WARRANTS ANALYSIS
There are no unsignalized study area intersections. As such, traffic signal warrant analysis was not conducted for Existing traffic conditions.

Traffic
#Intersection Control2 AM PM AM PM
1 Campus Av. & 16th St.TS 24.5 41.2 C D
2 Campus Av. & 15th St.TS 11.0 11.2 B B
3 Campus Av. & 14th St.TS 9.5 8.4 A A
4 Coyote Run Dr. West & 15th St.
5 Coyote Run Dr. East & 15th St.
1 2 TS = Traffic Signal
(secs.)
Delay 1 Level of
Service
Per the Highway Capacity Manual (6th Edition), overall average intersection delay and level of service are shown for intersections with a traffic signal or all way stop control. For intersections w ith cross street stop control, the delay and level of service for the worst individual movement (or movements sharing a single lane) are shown.

Future Intersection
Future Intersection

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27 4 PROJECTED FUTURE TRAFFIC
This section presents the traffic volumes estimated to be generated by the Project, as well as the Project’s trip assignment onto the study area roadway network. The Project is proposed to consist of the development of 65 single family detached residential dwelling units. The proposed Project is anticipated to have an opening year of 2025. Vehicular access will be provided to 15th Street to the west along a new westerly alignment of 15th Street (via Coyote Run Drive West) and a secondary egress only access to the existing 15th Street (at Coyote Run Drive East). The extension of 15th Street will be separated from the existing 15th Street alignment via a proposed knuckle at Fernando Avenue where the existing 15th Street would terminate. Coyote Run Drive is a private internal roadway proposed within the Project.

4.1 PROJECT TRIP GENERATION
Trip generation represents the amount of traffic which is both attracted to and produced by a development. Determining traffic generation for a specific project is therefore based upon forecasting the amount of traffic that is expected to be both attracted to and produced by the specific land uses being proposed for a given development. In order to develop the traffic characteristics of the proposed Project, trip-generation statistics published in the ITE Trip Generation Manual (11th Edition, 2021) were used to estimate the Project’s trip generation. (2) The trip generation summary illustrating daily and peak hour trip generation estimates for the Project in actual vehicles are also shown on Table 4-1. The proposed Project is anticipated to generate 614 two-way trip-ends per day with 46 AM peak hour trips and 61 PM peak hour trips.

TABLE 4-1: TRIP GENERATION SUMMARY

ITE LU AM Peak Hour PM Peak Hour
Land Use1 Code Units2 In Out Total In Out Total
Trip Generation Rates:

Single Family Residential 210 DU 0.18 0.52 0.70 0.59 0.35 0.94 9.43 1 Trip Generation Source: Institute of Transportation Engineers (ITE), Trip Generation Manual, 11th Edition (2021). 2 DU = Dwelling Units
Land Use Quantity Units1 In Out Total In Out Total
Trip Generation Summary:

Tract No. 20245 65 DU 12 34 46 38 23 61 614
1 DU = Dwelling Units
Daily
AM Peak Hour PM Peak Hour Daily

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28 4.2 PROJECT TRIP DISTRIBUTION
The Project trip distribution represents the directional orientation of traffic to and from the Project site. Trip distribution is the process of identifying the probable destinations, directions or traffic routes that will be utilized by Project traffic. The potential interaction between the planned land uses and surrounding regional access routes are considered, to identify the route where the Project traffic would distribute. In addition, truck routes for neighboring agencies have been taken into consideration in the development of the trip distribution patterns for heavy trucks. Exhibit 4-1 shows the Project trip distribution patterns.

4.3 MODAL SPLIT
The potential for Project trips to be reduced by the use of public transit, walking or bicycling have not been included as part of the Project’s estimated trip generation. Essentially, the Project’s traffic projections are "conservative" in that these alternative travel modes would reduce the forecasted traffic volumes.

4.4 PROJECT TRIP ASSIGNMENT
The assignment of traffic from the Project area to the adjoining roadway system is based upon the Project trip generation, trip distribution, and the arterial highway and local street system improvements that would be in place by the time of initial occupancy of the Project. Based on the identified Project traffic generation and trip distribution patterns, the Project only ADT and peak hour intersection turning movement volumes are shown on Exhibit 4-2.

4.5 BACKGROUND TRAFFIC
Future year traffic forecasts have been based upon background (ambient) growth at 2% per year, compounded annually, for 2025 conditions. The total ambient growth is 6.12% for 2025 traffic conditions (compounded growth of 2 percent per year over 3 years or 1.023 years). The ambient growth factor is intended to approximate regional traffic growth. This ambient growth rate is added to existing traffic volumes to account for area-wide growth not reflected by cumulative development projects. Ambient growth has been added to daily and peak hour traffic volumes on surrounding roadways, in addition to traffic generated by the development of future projects that have been approved but not yet built and/or for which development applications have been filed and are under consideration by governing agencies.

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29 EXHIBIT 4 -1: PROJECT TRIP DISTRIBUTION

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30 EXHIBIT 4 -2: PROJECT ONLY TRAFFIC VOLUMES

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31 The currently adopted Southern California Association of Governments (SCAG) 2020 Regional Transportation Plan/Sustainable Communities Strategy (RTP/SCS) growth forecasts for the City of Upland identifies projected growth in population of 76,400 in 2016 to 93,000 in 2045, or a 21.7 percent increase over the 29-year period. (6) The change in population equates to roughly a 0.68 percent growth rate, compounded annually. Similarly, growth over the same 29-year period in households is projected to increase by 25.7 percent, or 0.79 percent annual growth rate. Finally, growth in employment over the same 29-year period is projected to increase by 17.6 percent, or a 0.56 percent annual growth rate. This results in an average of 0.68 percent annual growth rate. As such, the 2.0 percent per year ambient growth rate utilized in this TA would appear to conservatively estimate annual traffic growth and overstate as opposed to understate future traffic forecasts.

4.6 CUMULATIVE DEVELOPMENT TRAFFIC
A cumulative project list was developed for the purposes of this analysis through consultation with planning and engineering staff from the City of Upland. The cumulative project list includes known and foreseeable projects that are anticipated to contribute traffic to the study area intersections.

Where applicable, cumulative projects anticipated to contribute measurable traffic (i.e., 50 or more peak hour trips) to study area intersections have been manually added to the study area network to generate Opening Year Cumulative forecasts. In other words, this list of cumulative development projects has been reviewed to determine which projects would likely contribute measurable traffic through the study area intersections (e.g., those cumulative projects in close proximity to the proposed Project). For the purposes of this analysis, the cumulative projects that were determined to affect one or more of the study area intersections are shown on Exhibit 4-3, listed in Table 4-2, and have been considered for inclusion. Any additional traffic generated by other projects not on the cumulative projects list is likely accounted for through background ambient growth factors that have been applied to the peak hour volumes at study area intersections as discussed in Section 4.5 Background Traffic. Cumulative development projects shown in Exhibit 4-3 and listed in Table 4-2.

Cumulative Only ADT and peak hour intersection turning movement volumes are shown on Exhibit 4-

4. TABLE 4 -2: CUMULATIVE DEVELOPMENT LAND USE SUMMARY

#Project Name Land Use1 Quantity Units1
1 Colony Condos Multifamily (Mid-Rise) Residential 60 DU 2 Colonies Campus Center Gasoline Station w/ Market 4.565 TSF 3 Colonies Campus Center Mixed Use (Food and Retail)8.825 TSF 4 Planet Car Wash Car Wash 2.972 TSF
5 Colonies Self Storage Self Storage 164.570 TSF
6 Mesa Court Apartments Multifamily (Low-Rise) Residential 60 DU 7 Starbucks Coffee Shop w/ Drive-Thru 2.049 TSF
8 Amazon Fresh at Upland Village Center Grocery/Supermarket 35.000 TSF 9 Foothill Self Storage Self Storage & Retail 5.900 TSF 10 Rally's Hamburgers Fast-Food Restaurant 1.300 TSF
11 Rose Glen Specific Plan Single Family Detached 64 DU 1 DU = Dwelling Units; TSF = Thousand Square Feet

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32 EXHIBIT 4 -3: CUMULATIVE DEVELOPMENT LOCATION MAP

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33 EXHIBIT 4 -4: CUMULATIVE ONLY TRAFFIC VOLUMES

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34 4.7 NEAR-TERM TRAFFIC CONDITIONS
The “buildup” approach combines existing traffic counts with a background ambient growth factor to forecast Opening Year Cumulative (2025) traffic conditions. An ambient growth factor accounts for background (area-wide) traffic increases that occur over time up to the year 2025 from the year 2022.

Traffic volumes generated by the Project are then added to assess the near-term traffic conditions.

The 2025 roadway network is similar to the Existing conditions roadway network, with the exception of future driveways proposed to be developed by the Project. The near-term traffic analysis includes the following traffic conditions, with the various traffic components:
• Opening Year Cumulative (2025) Without Project
o Existing 2022 counts
o Ambient growth traffic (6.12%)
o Cumulative Development traffic
• Opening Year Cumulative (2025) With Project
o Existing 2022 counts
o Ambient growth traffic (6.12%)
o Cumulative Development traffic
o Project traffic

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35 5 OPENING YEAR CUMULATIVE (2025) TRAFFIC CONDITIONS This section discusses the traffic forecasts for Opening Year Cumulative (2025) conditions and the resulting intersection operations and traffic signal warrant analyses.

5.1 ROADWAY IMPROVEMENTS
The lane configurations and traffic controls assumed to be in place for Opening Year Cumulative (2025) conditions are consistent with those shown previously on Exhibit 3-1, with the exception of the following:
• Project driveways and those facilities assumed to be constructed by the Project to provide site access are also assumed to be in place for Opening Year Cumulative conditions only (e.g., intersection and roadway improvements at the Project’s frontage and driveways). This includes the proposed extension of 15th Street from its existing terminus east of Campus Avenue to Coyote Run Drive West and other frontage improvements along 15th Street east of Fernando Avenue. • Driveways and those facilities assumed to be constructed by cumulative developments to provide site access are also assumed to be in place for Opening Year Cumulative conditions only (e.g., intersection and roadway improvements along the cumulative development’s frontages).

5.2 WITHOUT PROJECT TRAFFIC VOLUME FORECASTS
This scenario includes Existing (2022) traffic volumes plus an ambient growth factor of 6.12% and traffic from pending and approved cumulative development projects. The weekday ADT volumes and peak hour volumes which can be expected for Opening Year Cumulative (2025) Without Project traffic conditions are shown on Exhibit 5-1.

5.3 WITH PROJECT TRAFFIC VOLUME FORECASTS
This scenario includes Existing (2022) traffic volumes plus an ambient growth factor of 6.12%, traffic from pending and approved cumulative development projects, and the addition of Project traffic. The weekday ADT volumes and peak hour volumes which can be expected for Opening Year Cumulative (2025) With Project traffic conditions are shown on Exhibit 5-2.

5.4 INTERSECTION OPERATIONS ANALYSIS
Opening Year Cumulative (2025) peak hour traffic operations have been evaluated for the study area intersections based on the analysis methodologies presented in Section 2 Methodologies of this TA.

The intersection analysis results are summarized on Table 5-1 for Opening Year Cumulative traffic conditions, which indicate the study area intersections are anticipated to continue to operate at an acceptable LOS under Opening Year Cumulative (2025) Without and With Project traffic conditions.

The intersection operations analysis worksheets for Opening Year Cumulative (2025) Without and With Project traffic conditions are included in Appendix 5.1 and Appendix 5.2 of this TA, respectively.

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36 EXHIBIT 5 -1: OPENING YEAR CUMULATIVE (2025) WITHOUT PROJECT TRAFFIC VOLUMES

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37 EXHIBIT 5 -2: OPENING YEAR CUMULATIVE (2025) WITH PROJECT TRAFFIC VOLUMES

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38 TABLE 5 -1: INTERSECTION ANALYSIS FOR OPENING YEAR CUMULATIVE (2025) CONDITIONS

5.5 TRAFFIC SIGNAL WARRANTS ANALYSIS
No traffic signal warrants have been conducted for Opening Year Cumulative (2025) Without Project traffic conditions as all of the existing intersections are currently signalized. The traffic signal warrant analysis for Opening Year Cumulative (2025) With Project traffic conditions are based on the planning level ADT volume-based traffic signal warrants for the intersection of Coyote Run Drive East on 15th Street. The intersection is not anticipated to warrant a traffic signal (see Appendix 5.3).

5.6 PROJECT DEFICIENCIES AND RECOMMENDED IMPROVEMENTS
This section provides a summary of Project deficiencies and recommended improvements. There are no study area intersections anticipated to operate at an unacceptable LOS under Opening Year Cumulative (2025) traffic conditions. As such, no intersection improvements have been recommended.

Delay 1 Level of Delay 1 Level of
Traffic (secs.)Service (secs.)Service
Control2 AM PM AM PM AM PM AM PM
1 Campus Av. & 16th St.TS 27.9 51.2 C D 28.1 52.2 C D
2 Campus Av. & 15th St.TS 11.5 11.8 B B 11.5 11.8 B B
3 Campus Av. & 14th St.TS 10.3 8.8 B A 10.9 9.1 B A
4 Coyote Run Dr. West & 15th St.UC 0.0 0.0 A A
5 Coyote Run Dr. East & 15th St.CSS 8.6 8.6 A A
1 2 CSS = Cross-street Stop; UC = Uncontrolled; TS = Traffic Signal; CSS = Improvement Per the Highway Capacity Manual (6th Edition), overall average intersection delay and level of service are shown for intersections with a traffic signal or all way stop control. For intersections with cross street stop control, the delay and level of service for the worst individual movement (or movements sharing a single lane) are shown. 2025 Without Project
#Intersection
2025 With Project
Future Intersection
Future Intersection

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39 6 LOCAL AND REGIONAL FUNDING MECHANISMS
Transportation improvements within the City of Upland are funded through a combination of improvements constructed by the Project, development impact fee programs. Fee programs applicable to the Project are described below.

6.1 MEASURE “I” FUNDS
In 2004, the voters of San Bernardino County approved the 30-year extension of Measure “I”, a one- half of one percent sales tax on retail transactions, through the year 2040, for transportation projects including, but not limited to, infrastructure improvements, commuter rail, public transit, and other identified improvements. The Measure “I” extension requires that a regional traffic impact fee be created to ensure development is paying its fair share. A regional Nexus study was prepared by SBCTA and concluded that each jurisdiction should include a regional fee component in their local programs to meet the Measure “I” requirement. The regional component assigns specific facilities and cost sharing formulas to each jurisdiction and was most recently updated in September 2017. Revenues collected through these programs are used in tandem with Measure “I” funds to deliver projects identified in the Nexus Study.

While Measure “I” is a self-executing sales tax administered by SBCTA, it bears discussion here because the funds raised through Measure “I” have funded in the past, and will continue to fund, new transportation facilities in San Bernardino County, including within the City of Upland.

6.2 CITY OF UPLAND DEVELOPMENT IMPACT FEE (DIF) PROGRAM The City of Upland adopted the latest update to their DIF program in November 2017. Fees from new residential, commercial and industrial development are collected to fund Measure “I” compliant regional facilities as well as local facilities. Under the City’s DIF program, the City may grant to developers a credit against specific components of fees when those developers construct certain facilities and landscaped medians identified in the list of improvements funded by the DIF program.

After the City’s DIF fees are collected, they are placed in a separate restricted use account pursuant to the requirements of Government Code sections 66000 et seq. The timing to use the DIF fees is established through periodic capital improvement programs which are overseen by the City’s Engineering Department. Periodic traffic counts, review of traffic accidents, and a review of traffic trends throughout the City are also periodically performed by City staff and consultants. The City uses this data to determine the timing of the improvements listed in its facilities list. The City also uses this data to ensure that the improvements listed on the facilities list are constructed before the LOS falls below the LOS performance standards adopted by the City. In this way, the improvements are constructed before the LOS falls below the City’s LOS performance thresholds. The City’s DIF program establishes a timeline to fund, design, and build the improvements.

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41 7 REFERENCES

1. Fehr & Peers. City of Upland Traffic Impact Analysis Guidelines. Upland : s.n., July 2020.

2. Institute of Transportation Engineers. Trip Generation Manual. 11th Edition. 2021.

3. San Bernardino County Transportation Authority. Congestion Management Program for County of San Bernardino. County of San Bernardino : s.n., Updated June 2016.

4. Transportation Research Board. Highway Capacity Manual (HCM). 6th Edition. s.l. : National Academy of Sciences, 2016.

5. California Department of Transportation. California Manual on Uniform Traffic Control Devices (CA MUTCD). [book auth.] California Department of Transportation. California Manual on Uniform Traffic Control Devices (CA MUTCD). 2014, Updated March 30, 2021 (Revision 6).

6. Southern California Association of Governments (SCAG). 2020 Regional Transportation Plan / Sustainable Communities Strategy. Adopted September 2020.

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APPENDIX 1.1: APPROVED TRAFFIC STUDY SCOPING AGREEMENT

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14896-02 TA Scope
July 7, 2022
Mr. Robert Dalquest
City of Upland
460 N. Euclid Avenue
Upland, CA 91786
VILLA SERNA (TRACT NO. 20245) FOCUSED TRAFFIC ANALYSIS SCOPING

AGREEMENT
Mr. Robert Dalquest,
The firm of Urban Crossroads, Inc. is pleased to submit this scoping letter regarding the focused traffic analysis for Villa Serna development (Project), which is located northeast of Fernando Avenue and 15th Street Baxter in the City of Upland. This letter describes the proposed Project trip generation, trip distribution, and analysis methodology, which have been used to establish the draft proposed Project study area and analysis locations. The following scope of work is based on the City’s Traffic Impact Analysis Guidelines (dated July 2020) (City Guidelines).

PROPOSED PROJECT
The Project is proposed to consist of 65 single family detached residential dwelling units (see Exhibit 1). The proposed Project is anticipated to have an opening year of 2025. Access is proposed via two connections of Coyote Run Drive (private internal road) to the west and east on 15th Street. The Project will also construct a western extension of 15th Street to the existing terminus east of Campus Avenue, which will serve as the primary access for the Project.

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City of Upland
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EXHIBIT 1: PRELIMINARY SITE PLAN

TRIP GENERATION
Trip generation represents the amount of traffic that is attracted and produced by a development and is based upon the specific land uses planned for a given project. In order to develop the traffic characteristics of the proposed project, trip-generation statistics published in the Institute of Transportation Engineers (ITE) Trip Generation Manual (11th Edition, 2021) was used to estimate the trip generation. Trip generation rates are summarized on Table 1.

The trip generation summary illustrating daily and peak hour trip generation estimates for the proposed Project are shown on Table 1. The proposed Project is anticipated to generate 614 two- way vehicle trip-ends per day with 46 AM peak hour trips and 61 PM peak hour (see Table 1).

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City of Upland
July 7, 2022

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TABLE 1: PROJECT TRIP GENERATION SUMMARY

TRIP DISTRIBUTION
The Project trip distribution represents the directional orientation of traffic to and from the Project site. Trip distribution is the process of identifying the probable destinations, directions or traffic routes that will be utilized by Project traffic. The potential interaction between the planned land uses and surrounding regional access routes are considered, to identify the route where the Project traffic would distribute. Exhibit 2 shows the Project trip distribution patterns.

ITE LU AM Peak Hour PM Peak Hour
Land Use1 Code Units2 In Out Total In Out Total
Trip Generation Rates:

Tract No. 20245 65 DU 12 34 46 38 23 61 614
1 DU = Dwelling Units
Daily
AM Peak Hour PM Peak Hour Daily

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City of Upland
July 7, 2022

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EXHIBIT 2: PROJECT TRIP DISTRIBUTION

ANALYSIS SCENARIOS
Consistent with the City’s TIA Guidelines, intersection analysis will be provided for the following scenarios:
• Existing (2022) Conditions
• Opening Year Cumulative (2025) Without Project
• Opening Year Cumulative (2025) With Project
All study area intersections will be evaluated using the Highway Capacity Manual (HCM) 6th Edition analysis methodology.

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City of Upland
July 7, 2022

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STUDY AREA INTERSECTIONS
Based on the Project’s anticipated travel patterns and trip generation characteristics, the following study area intersection locations shown on Exhibit 3 and listed below were selected for analysis:

EXHIBIT 3: STUDY AREA

#Intersection
1 Campus Av. & 16th St.
2 Campus Av. & 15th St.
3 Campus Av. & 14th St.
4 Coyote Run Dr. West & 15th St.
5 Coyote Run Dr. East & 15th St.

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City of Upland
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EXISTING COUNT DATA
We are proposing to conduct new traffic counts on a typical weekday when local schools are open and operating on normal bell schedules (after August 22, 2022). No additional adjustments are proposed for the purposes of establishing the existing baseline conditions.

GENERAL PLAN CONSISTENCY REQUIREMENTS
Consistent with the City’s TIA Guidelines, the following criteria will be applied for the traffic analysis: Strive to maintain LOS D at all intersections outside of the Downtown Specific Plan area and the Transit Priority Roadways except where such improvements are physically infeasible or would negatively affect bicyclists, pedestrians, or transit users (Policy CIR-1.1 of the General Plan). • Any study intersection operating at an acceptable LOS D or better without project traffic in which the addition of project traffic causes the intersection to degrade to a LOS E or F shall identify improvements to improve operations to LOS D or better.
• Any study intersection that is operating at LOS E or F without project traffic shall improve the intersection operations to LOS D or better.

AMBIENT GROWTH
Consistent with other studies performed in the area, an ambient growth rate of 2.0% per year is proposed for the study area intersections to approximate background traffic growth not identified by nearby cumulative development projects. The rate will be compounded over a 3- year period (i.e., 1.023years = 1.0612 or 6.12% for 2025).

SIGNAL TIMING
It is requested that the City provide any signal timing that should be considered for signalized study area intersections within the City.

CUMULATIVE PROJECTS
The cumulative projects are listed on Table 2 and are shown graphically on Exhibit 4. It is requested that the City provide an updated list of cumulative development projects for inclusion in the traffic study.

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City of Upland
July 7, 2022

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SPECIAL ISSUES
The following special issues will also be addressed:
• Traffic Signal Warrant Analysis: Traffic signal warrant analysis will be performed for all full-access unsignalized study area intersections utilizing the California MUTCD peak-hour warrants for existing intersections, and the Caltrans daily (Planning level) warrant for new intersections. • Site Access Evaluation: The turn pocket lengths will be determined through peak hour traffic simulations developed using Synchro and SimTraffic software in an effort to identify the required storage capacity for turn lanes at each Project driveway.

TABLE 2: CUMULATIVE DEVELOPMENT LAND USE SUMMARY

If you have any questions or comments, I can be reached at [email protected].

Respectfully submitted,

URBAN CROSSROADS, INC.

Charlene So, PE
Principal
#Project Name Land Use1 Quantity Units1
1 Colony Condos Multifamily (Mid-Rise) Residential 60 DU 2 Colonies Campus Center Gasoline Station w/ Market 4.565 TSF 3 Colonies Campus Center Mixed Use (Food and Retail)8.825 TSF 4 Planet Car Wash Car Wash 2.972 TSF
5 Colonies Self Storage Self Storage 164.570 TSF
6 Mesa Court Apartments Multifamily (Low-Rise) Residential 60 DU 7 Starbucks Coffee Shop w/ Drive-Thru 2.049 TSF
8 Amazon Fresh at Upland Village Center Grocery/Supermarket 35.000 TSF 9 Foothill Self Storage Self Storage & Retail 5.900 TSF 10 Rally's Hamburgers Fast-Food Restaurant 1.300 TSF
11 Rose Glen Specific Plan Single Family Detached 64 DU 1 DU = Dwelling Units; TSF = Thousand Square Feet

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City of Upland
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EXHIBIT 4: CUMULATIVE DEVELOPMENT LOCATION MAP

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APPENDIX 1.2: SITE ADJACENT QUEUES

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Queuing and Blocking Report
Opening Year Cumulative (2025) With Project - AM Peak Hour 10/05/2022 2025 WP AM Villa Serna (Tract 20245) (JN 14896)SimTraffic Report Urban Crossroads, Inc.Page 1
Intersection: 4: 15th St. & Coyote Run Dr. West
Movement SB
Directions Served R
Maximum Queue (ft)43
Average Queue (ft)20
95th Queue (ft)43
Link Distance (ft)98
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 5: 15th St. & Coyote Run Dr. East
Movement SB
Directions Served LR
Maximum Queue (ft)30
Average Queue (ft)4
95th Queue (ft)21
Link Distance (ft)194
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 0

1.2-1 Page 3437 of 3744

Queuing and Blocking Report
Opening Year Cumulative (2025) With Project - PM Peak Hour 10/05/2022 2025 WP PM Villa Serna (Tract 20245) (JN 14896)SimTraffic Report Urban Crossroads, Inc.Page 1
Intersection: 4: 15th St. & Coyote Run Dr. West
Movement EB SB
Directions Served L R
Maximum Queue (ft)57 40
Average Queue (ft)22 14
95th Queue (ft)53 37
Link Distance (ft)173 98
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 5: 15th St. & Coyote Run Dr. East
Movement SB
Directions Served LR
Maximum Queue (ft)31
Average Queue (ft)3
95th Queue (ft)19
Link Distance (ft)194
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 0

1.2-2 Page 3438 of 3744

Villa Serena Specific Plan Traffic Analysis

14896-04 TA Report
APPENDIX 3.1: TRAFFIC COUNTS

Page 3439 of 3744 ends

Villa Serena Specific Plan Traffic Analysis

14896-04 TA Report
This Page Intentionally Left Blank

Page 3440 of 3744 ends

T218
DATE:LOCATION:PROJECT #:SC3596
Tue, Aug 23, 22 NORTH & SOUTH:LOCATION #:1
EAST & WEST:CONTROL:SIGNAL
NOTES:AM ▲
PM N
MD ◄W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:120 1 2012012 0 0000
7:00 AM 8 8013 8 93432146142694 8 454 00000
7:15 AM 22 89 20 7 124 38 12 58 12 42 138 8 570 00000
7:30 AM 20 147 22 14 150 59 36 72 18 43 158 9 748 00000 7:45 AM 18 162 27 10 125 48 51 100 16 49 136 12 754 00000 8:00 AM 13 127 36 11 136 41 41 79 10 35 115 10 654 00000 8:15 AM 22 110 31 16 101 50 32 67 12 39 124 11 615 00000 8:30 AM 16 107 29 17 110 53 29 59 18 26 116 16 596 00000 8:45 AM 12 78 24 8 111 36 27 72 17 28 126 14 553 00000
VOLUMES 131 900 202 91 950 368 249 553 117 288 1,007 88 4,944 0 0 0 0 0 APPROACH % 11% 73% 16% 6% 67% 26% 27% 60% 13% 21% 73% 6% APP/DEPART 1,233 /1,237 1,409 /1,355 919 /846 1,383 /1,506 0

BEGIN PEAK HR
VOLUMES 73 546 116 51 512 198 160 318 56 166 533 42 2,771 APPROACH % 10% 74% 16% 7% 67% 26% 30% 60% 10% 22% 72% 6% PEAK HR FACTOR 0.888 0.853 0.799 0.882 0.919
APP/DEPART 735 /748 761 /734 534 /485 741 /804 0
4:00 PM 13 139 61 38 108 39 78 225 17 22 66 12 818 00101 4:15 PM 16 132 66 35 144 37 60 241 14 21 75 13 854 00000 4:30 PM 10 153 56 34 120 33 62 216 18 21 64 14 801 00000 4:45 PM 14 150 59 27 142 56 45 222 18 26 94 12 865 00000 5:00 PM 18 162 56 31 108 32 45 239 18 22 80 11 822 00000 5:15 PM 18 171 64 41 121 40 41 223 14 31 88 24 876 11002 5:30 PM 16 147 77 31 112 50 52 241 25 23 79 18 871 00000 5:45 PM 16 147 77 31 112 49 52 241 25 23 79 18 870 00000 VOLUMES 121 1,201 516 268 967 336 435 1,848 149 189 625 122 6,777 1 1 1 0 3 APPROACH % 7% 65% 28% 17% 62% 21% 18% 76% 6% 20% 67% 13% APP/DEPART 1,838 /1,758 1,571 /1,306 2,432 /2,631 936 /1,082 0

BEGIN PEAK HR
VOLUMES 68 627 274 134 453 171 190 944 82 99 326 71 3,439 APPROACH % 7% 65% 28% 18% 60% 23% 16% 78% 7% 20% 66% 14% PEAK HR FACTOR 0.958 0.938 0.956 0.867 0.981
APP/DEPART 969 /889 758 /635 1,216 /1,351 496 /564 0
Campus

NORTH SIDE
16th WEST SIDE EAST SIDE 16th

SOUTH SIDE
Campus

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 1 0 0 0 1 0000 0 10001
7:15 AM 1 1 1 0 3 0000 0 11103
7:30 AM 5 0 2 1 8 2020 4 30014
7:45 AM 0 1 0 0 1 0000 0 01001
8:00 AM 0 5 0 0 5 0100 1 04004
8:15 AM 0 1 0 1 2 0100 1 00011
8:30 AM 0 1 0 0 1 0000 0 01001
8:45 AM 2 0 2 0 4 2020 4 00000
TOTAL 99 5 225 424010 571215
AM BEGIN PEAK HR 2220 6
4:00 PM 1 0 1 1 3 0011 2 10001
4:15 PM 1 0 0 1 2 1001 2 00000
4:30 PM 1 0 0 1 2 0001 1 10001
4:45 PM 1 0 0 0 1 0000 0 10001
5:00 PM 2 2 1 0 5 0000 0 22105
5:15 PM 3 0 2 0 5 0000 0 30205
5:30 PM 0 0 0 0 0 0000 0 00000
5:45 PM 0 0 0 0 0 0000 0 00000
TOTAL 92 4 318 1013 5 823013
0000 0

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Upland
Campus
16th
PM BEGIN PEAK HR 5:00 PM

BICYCLE CROSSINGSPEDESTRIAN CROSSINGS

U-TURNS
Campus Campus 16th 16th
AM
PM
AM
7:30 AM
PM
5:00 PM
PEDESTRIAN + BIKE CROSSINGS
7:30 AM
Add U-Turns to Left Turns

3.1-1 Page 3441 of 3744

2,980 704 1,917 359 TOTAL 2,995
1,571 336 967 268 PM 1,758
1,409 368 950 91 AM 1,237
1,
3 8
3 93
6 2,
3 1
9 2,
5 8
8 1,
0 8
2 1,
5 0
6 88

12 2

21 0

1,
0 0
7 62
5 1,
6 3
2 TO
T
A
L
PM AM
28 8

18 9

47 7

68 4

43 5

24 9

AM PM
TO
T
A
L
2,
4 0
1 1,
8 4
8 55
3 26
6 14
9 11
7 84
6 2,
6 3
1 3,
4 7
7 3,
3 5
1 2,
4 3
2 91
9 1,355 AM 131 900 202 1,233
1,306 PM 121 1,201 516 1,838
2,661 TOTAL 252 2,101 718 3,071
1,519 369 965 185 TOTAL 1,637
758 171 453 134 PM 889
761 198 512 51 AM 748
74 1

49 6

1,
2 3
7 1,
3 6
8 56
4 80
4 42

71 11
3 53
3 32
6 85
9 TO
T
A
L
PM AM AM 7:30 AM
8:45 AM
16 6

99 26
5 35
0 19
0 16
0 #N/A
AM PM
TO
T
A
L
1,
2 6
2 94
4 31
8 PM 5:00 PM
5:45 PM
13 8

82 56

48 5

1,
3 5
1 1,
8 3
6 1,
7 5
0 1,
2 1
6 53
4 734 AM 73 546 116 735
635 PM 68 627 274 969
1,369 Total 141 1,173 390 1,704
AimTD LLC

TURNING MOVEMENT COUNTS
Campus
16 t
h
16 t
h
Upland
SC3596

ALL HOURS
Campus
Campus
Campus
16 t
h
16 t
h

PEAK HOUR

3.1-2 Page 3442 of 3744

T218
DATE:LOCATION:PROJECT #:SC3596
Tue, Aug 23, 22 NORTH & SOUTH:LOCATION #:2
EAST & WEST:CONTROL:SIGNAL
NOTES:AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:120 1 2011011 0 0000
7:00 AM 9992 1125851402 1 257 00000
7:15 AM 61231 1154450923 4 312 00000
7:30 AM 191631 0212872556 4 432 00000
7:45 AM 14 185 1 5 177 5 18 1 37 1 2 5 451 10001
8:00 AM 71712 0 1658144202 3 2 398 00000
8:15 AM 8 161 2 1 152 10 4 0 12 2 3 0 355 00000
8:30 AM 41383 1 1543102152 0 5 337 00000
8:45 AM 41170 3146443602 0 289 00000
VOLUMES 71 1,157 12 12 1,285 50 67 13 108 14 21 21 2,831 1 0 0 0 1 APPROACH % 6% 93% 1% 1% 95% 4% 36% 7% 57% 25% 38% 38%
APP/DEPART 1,240 /1,245 1,347 /1,408 188 /37 56 /141 0

BEGIN PEAK HR
VOLUMES 48 680 6 6 706 31 43 7 74 10 14 11 1,636
APPROACH % 7% 93% 1% 1% 95% 4% 35% 6% 60% 29% 40% 31%
PEAK HR FACTOR 0.918 0.844 0.554 0.583 0.907
APP/DEPART 734 /734 743 /791 124 /19 35 /92 0
4:00 PM 4 187 2 3 138 8 27 4 13 0 0 4 390 01001
4:15 PM 71822 11696281921 1 409 01001
4:30 PM 10 192 0 3 150 11 20 4 14 1 1 0 406 00000
4:45 PM 10 192 0 0 171 10 32 0 13 1 0 1 430 00000
5:00 PM 22100 31414375900 1 412 00000
5:15 PM 72302 0 1539250120 0 1 439 00000
5:30 PM 62062 31448271900 1 407 00000
5:45 PM 51633 21429331911 5 374 00000
VOLUMES 51 1,562 11 15 1,208 65 229 16 88 5 3 14 3,267 0 2 0 0 2 APPROACH % 3% 96% 1% 1% 94% 5% 69% 5% 26% 23% 14% 64%
APP/DEPART 1,624 /1,807 1,288 /1,301 333 /40 22 /119 0

BEGIN PEAK HR
VOLUMES 25 838 4 6 609 31 121 6 43 1 0 4 1,688
APPROACH % 3% 97% 0% 1% 94% 5% 71% 4% 25% 20% 0% 80%
PEAK HR FACTOR 0.907 0.892 0.833 0.625 0.961
APP/DEPART 867 /963 646 /653 170 /16 5 /56 0
Campus

NORTH SIDE
15th WEST SIDE EAST SIDE 15th

SOUTH SIDE
Campus

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 0 0 0 0 0 0000 0 00000
7:15 AM 0 0 3 0 3 0000 0 00303
7:30 AM 0 0 2 1 3 0020 2 00011
7:45 AM 1 0 1 0 2 1010 2 00000
8:00 AM 0 2 0 0 2 0200 2 00000
8:15 AM 0 0 0 1 1 0000 0 00011
8:30 AM 0 0 0 0 0 0000 0 00000
8:45 AM 0 0 2 2 4 0021 3 00011
TOTAL 12 8 415 1251 9 00336
AM BEGIN PEAK HR 1230 6
4:00 PM 0 0 1 2 3 0002 2 00101
4:15 PM 0 0 0 0 0 0000 0 00000
4:30 PM 0 0 0 0 0 0000 0 00000
4:45 PM 0 0 0 0 0 0000 0 00000
5:00 PM 0 0 1 0 1 0000 0 00101
5:15 PM 0 0 3 0 3 0010 1 00202
5:30 PM 0 0 1 0 1 0010 1 00000
5:45 PM 0 0 0 0 0 0000 0 00000
TOTAL 00 6 28 0022 4 00404
0020 2

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Upland
Campus
15th
PM BEGIN PEAK HR 4:45 PM

BICYCLE CROSSINGSPEDESTRIAN CROSSINGS

U-TURNS
Campus Campus 15th 15th
AM
PM
AM
7:30 AM
PM
4:45 PM
PEDESTRIAN + BIKE CROSSINGS
7:30 AM
Add U-Turns to Left Turns

3.1-3 Page 3443 of 3744

2,635 115 2,493 27 TOTAL 3,052
1,288 65 1,208 15 PM 1,807
1,347 50 1,285 12 AM 1,245
56 22

78 26
0 11
9 14
1 21

14 35

21 3
24 TO
T
A
L
PM AM
14 5
19 29
6 22
9 67

AM PM
TO
T
A
L
29 16

13 19
6 88

10 8

37 40

77 52
1 33
3 18
8 1,408 AM 71 1,157 12 1,240
1,301 PM 51 1,562 11 1,624
2,709 TOTAL 122 2,719 23 2,864
1,389 62 1,315 12 TOTAL 1,697
646 31 609 6 PM 963
743 31 706 6 AM 734
35 5
40 14
8 56

92 11

4 15

14 0
14 TO
T
A
L
PM AM AM 7:30 AM
8:45 AM
10 1
11 16
4 12
1 43

#N/A
AM PM
TO
T
A
L
13 6 7 PM 4:45 PM
5:45 PM
11 7

43 74
19 16

35 29
4 17
0 12
4 791 AM 48 680 6 734
653 PM 25 838 4 867
1,444 Total 73 1,518 10 1,601
AimTD LLC

TURNING MOVEMENT COUNTS
Campus
15 t
h
15 t
h
Upland
SC3596

ALL HOURS
Campus
Campus
Campus
15 t
h
15 t
h

PEAK HOUR

3.1-4 Page 3444 of 3744

T218
DATE:LOCATION:PROJECT #:SC3596
Tue, Aug 23, 22 NORTH & SOUTH:LOCATION #:3
EAST & WEST:CONTROL:SIGNAL
NOTES:AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:120 1 2011011 0 0000
7:00 AM 2735 13113176261229269 00000
7:15 AM 3 78 3 16 155 2 5 11 7 5 14 46 345 00000
7:30 AM 111323 231831289874064500 00000
7:45 AM 12 139 10 48 155 23 8 9 10 8 28 45 495 00000
8:00 AM 6 123 11 39 124 9 8 23 9 11 22 37 422 00000
8:15 AM 5 99 16 36 126 7 10 8 0 6 18 55 386 00000
8:30 AM 4 109 5 24 141 2 6 13 10 7 18 28 367 00000
8:45 AM 2914 15134198361119303 00000
VOLUMES 45 844 57 214 1,131 57 61 87 49 56 163 323 3,087 0 0 0 0 0 APPROACH % 5% 89% 6% 15% 81% 4% 31% 44% 25% 10% 30% 60% APP/DEPART 946 /1,228 1,402 /1,236 197 /358 542 /265 0

BEGIN PEAK HR
VOLUMES 34 493 40 146 588 51 34 49 27 32 108 201 1,803
APPROACH % 6% 87% 7% 19% 75% 6% 31% 45% 25% 9% 32% 59%
PEAK HR FACTOR 0.880 0.868 0.688 0.768 0.902
APP/DEPART 567 /728 785 /647 110 /235 341 /193 0
4:00 PM 4 144 12 43 110 8 12 32 2 2 13 21 403 00000
4:15 PM 2 147 15 34 134 3 15 25 3 7 28 25 438 00000
4:30 PM 3 177 8 31 111 7 12 25 11 4 16 29 434 00000
4:45 PM 6 164 11 30 154 9 15 19 3 8 12 22 453 00000
5:00 PM 4 164 17 23 114 4 13 26 6 6 17 45 439 00000
5:15 PM 5 182 13 35 123 9 11 20 8 6 21 46 479 00000
5:30 PM 5 147 13 22 124 7 16 27 5 4 12 29 411 00000
5:45 PM 2 128 10 24 115 5 12 24 2 6 14 23 365 00000
VOLUMES 31 1,253 99 242 985 52 106 198 40 43 133 240 3,422 0 0 0 0 0 APPROACH % 2% 91% 7% 19% 77% 4% 31% 58% 12% 10% 32% 58% APP/DEPART 1,383 /1,599 1,279 /1,068 344 /539 416 /216 0

BEGIN PEAK HR
VOLUMES 18 687 49 119 502 29 51 90 28 24 66 142 1,805
APPROACH % 2% 91% 6% 18% 77% 4% 30% 53% 17% 10% 28% 61% PEAK HR FACTOR 0.943 0.842 0.880 0.795 0.942
APP/DEPART 754 /880 650 /554 169 /258 232 /113 0
Campus

NORTH SIDE
14th WEST SIDE EAST SIDE 14th

SOUTH SIDE
Campus

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 0 0 1 0 1 0000 0 00101
7:15 AM 3 1 3 0 7 3130 7 00000
7:30 AM 0 1 0 1 2 0000 0 01012
7:45 AM 3 2 0 0 5 3100 4 01001
8:00 AM 0 1 0 0 1 0100 1 00000
8:15 AM 1 1 2 1 5 1020 3 01012
8:30 AM 0 1 0 0 1 0100 1 00000
8:45 AM 0 1 2 3 6 0022 4 01012
TOTAL 78 8 528 747220 04138
AM BEGIN PEAK HR 4220 8
4:00 PM 0 0 0 0 0 0000 0 00000
4:15 PM 0 0 0 0 0 0000 0 00000
4:30 PM 0 0 0 0 0 0000 0 00000
4:45 PM 0 1 0 0 1 0000 0 01001
5:00 PM 1 0 2 0 3 1010 2 00101
5:15 PM 0 0 2 0 2 0000 0 00202
5:30 PM 0 1 0 0 1 0100 1 00000
5:45 PM 0 0 0 0 0 0000 0 00000
TOTAL 12 4 07 1110 3 01304
1010 2
AM
PM
AM
7:30 AM
PM
4:30 PM
PEDESTRIAN + BIKE CROSSINGS
7:30 AM
PM BEGIN PEAK HR 4:30 PM

BICYCLE CROSSINGSPEDESTRIAN CROSSINGS

U-TURNS
Campus

Campus 14th 14th

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Upland
Campus
14th
Add U-Turns to Left Turns

3.1-5 Page 3445 of 3744

2,681 109 2,116 456 TOTAL 2,827
1,279 52 985 242 PM 1,599
1,402 57 1,131 214 AM 1,228
54 2

41 6

95 8

48 1

21 6

26 5

32 3

24 0

56 3

16 3

13 3

29 6

TO
T
A
L
PM AM
56 43

99 16
7 10
6 61

AM PM
TO
T
A
L
28 5

19 8

87 89

40 49

35 8

53 9

89 7

54 1

34 4

19 7

1,236 AM 45 844 57 946
1,068 PM 31 1,253 99 1,383
2,304 TOTAL 76 2,097 156 2,329
1,435 80 1,090 265 TOTAL 1,608
650 29 502 119 PM 880
785 51 588 146 AM 728
34 1

23 2

57 3

30 6

11 3

19 3

20 1

14 2

34 3

10 8

66 17
4 TO
T
A
L
PM AM AM 7:30 AM
8:45 AM
32 24

56 85

51 34

#N/A
AM PM
TO
T
A
L
13 9

90 49
PM 4:30 PM
5:45 PM
55 28

27 23
5 25
8 49
3 27
9 16
9 11
0 647 AM 34 493 40 567
554 PM 18 687 49 754
1,201 Total 52 1,180 89 1,321
Campus
Campus
Campus
14 t
h
14 t
h

PEAK HOUR
AimTD LLC

TURNING MOVEMENT COUNTS
Campus
14 t
h
14 t
h
Upland
SC3596

ALL HOURS

3.1-6 Page 3446 of 3744

T218
DATE:LOCATION:PROJECT #:SC3596
Tue, Aug 23, 22 NORTH & SOUTH:LOCATION #:4
EAST & WEST:CONTROL:STOP N
NOTES:AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:0X0 X XXX1001 X 0000
7:00 AM 100 0 0001000 0 2 10001
7:15 AM 000 0 0001010 0 2 00000
7:30 AM 000 0 0000022 0 4 00022
7:45 AM 100 0 0000110 0 3 10012
8:00 AM 000 0 0000000 0 0 00000
8:15 AM 000 0 0000000 0 0 00000
8:30 AM 000 0 0001000 0 1 00000
8:45 AM 000 0 0000015 0 6 00000
VOLUMES 200 0 0003157 0 18 20035
APPROACH % 100% 0% 0% 0% 0% 0% 0% 75% 25% 42% 58% 0%
APP/DEPART 2 /00 /54 /612 /70

BEGIN PEAK HR
VOLUMES 200 0 0002142 0 11
APPROACH % 100% 0% 0% 0% 0% 0% 0% 67% 33% 67% 33% 0%
PEAK HR FACTOR 0.500 0.000 0.750 0.375 0.688
APP/DEPART 2 /00 /43 /56 /20
4:00 PM 000 0 0000011 0 2 00011
4:15 PM 001 0 0000000 0 1 00000
4:30 PM 000 0 0000001 0 1 00000
4:45 PM 000 0 0001000 0 1 00000
5:00 PM 000 0 0001002 0 3 00000
5:15 PM 000 0 0000000 0 0 00000
5:30 PM 000 0 0002013 0 6 00011
5:45 PM 000 0 0000000 0 0 00000
VOLUMES 001 0 0004027 0 14 00022
APPROACH % 0% 0% 100% 0% 0% 0% 0% 100% 0% 22% 78% 0%
APP/DEPART 1 /00 /04 /79 /70

BEGIN PEAK HR
VOLUMES 000 0 0004015 0 10
APPROACH % 0% 0% 0% 0% 0% 0% 0% 100% 0% 17% 83% 0%
PEAK HR FACTOR 0.000 0.000 0.500 0.375 0.417
APP/DEPART 0 /00 /04 /56 /50
13th

NORTH SIDE
15th WEST SIDE EAST SIDE 15th

SOUTH SIDE
13th

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 0 3 0 0 3 0300 3 00000
7:15 AM 0 1 0 0 1 0100 1 00000
7:30 AM 0 5 0 0 5 0300 3 02002
7:45 AM 1 3 0 0 4 0100 1 12003
8:00 AM 1 1 0 0 2 0000 0 11002
8:15 AM 1 0 0 0 1 0000 0 10001
8:30 AM 1 0 0 0 1 0000 0 10001
8:45 AM 0 1 0 1 2 0101 2 00000
TOTAL 414 0 119 090110 45009
AM BEGIN PEAK HR 0800 8
4:00 PM 0 0 0 0 0 0000 0 00000
4:15 PM 0 0 0 0 0 0000 0 00000
4:30 PM 0 0 0 0 0 0000 0 00000
4:45 PM 0 0 0 0 0 0000 0 00000
5:00 PM 0 0 0 0 0 0000 0 00000
5:15 PM 0 0 0 0 0 0000 0 00000
5:30 PM 0 1 0 0 1 0000 0 01001
5:45 PM 0 0 0 0 0 0000 0 00000
TOTAL 01 0 01 0000 0 01001
0000 0

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Upland
13th
15th
PM BEGIN PEAK HR 4:45 PM

BICYCLE CROSSINGSPEDESTRIAN CROSSINGS

U-TURNS
13th 13th 15th 15th
AM
PM
AM
7:00 AM
PM
4:45 PM
PEDESTRIAN + BIKE CROSSINGS
7:00 AM
Add U-Turns to Left Turns

3.1-7 Page 3447 of 3744

0000TOTAL 0
0 000PM 0
0 000AM 0
12 9
21 14

7 7 0 0 0
7 7
14 TO
T
A
L
PM AM 5 2 7
0 0 0 AM PM
TO
T
A
L
7 4 3
1 0 1 6 7
13 8 4 4
5 AM 2002
0 PM 0011
5 TOTAL2013
0000TOTAL 0
0 000PM 0
0 000AM 0
6 6
12 7 5 2 0 0 0
2 5 7
TO
T
A
L
PM AM AM 7:00 AM
8:45 AM
4 1 5
0 0 0
#N/A
AM PM
TO
T
A
L
6 4 2 PM 4:45 PM
5:45 PM
1 0 1 5 5
10 7 4 3
4 AM 2002
0 PM 0000
4 Total2002
AimTD LLC

TURNING MOVEMENT COUNTS
13th
15 t
h
15 t
h
Upland
SC3596

ALL HOURS
13th
13th
13th
15 t
h
15 t
h

PEAK HOUR

3.1-8 Page 3448 of 3744

CITY: Upland PROJECT:

AM Period NB SB PM Period NB SB
0:00 12 10 12:00 167 156
0:15 16 8 12:15 161 136
0:30 8 12 12:30 138 151
0:45 13 49 6 36 85 12:45 170 636 175 618 1254
1:00 5 7 13:00 158 149
1:15 6 11 13:15 137 158
1:30 6 4 13:30 142 154
1:45 7 24 9 31 55 13:45 165 602 164 625 1227
2:00 6 4 14:00 161 169
2:15 6 6 14:15 157 198
2:30 9 3 14:30 188 186
2:45 7 28 4 17 45 14:45 207 713 171 724 1437
3:00 6 7 15:00 171 168
3:15 8 3 15:15 209 171
3:30 8 7 15:30 166 166
3:45 13 35 5 22 57 15:45 197 743 187 692 1435
4:00 11 7 16:00 219 149
4:15 18 9 16:15 212 176
4:30 17 13 16:30 212 164
4:45 23 69 16 45 114 16:45 225 868 181 670 1538
5:00 36 21 17:00 248 148
5:15 40 18 17:15 256 162
5:30 43 24 17:30 234 155
5:45 43 162 42 105 267 17:45 201 939 153 618 1557
6:00 55 44 18:00 172 156
6:15 49 55 18:15 194 168
6:30 71 62 18:30 151 127
6:45 104 279 116 277 556 18:45 148 665 134 585 1250
7:00 105 134 19:00 136 142
7:15 132 159 19:15 138 137
7:30 174 220 19:30 141 126
7:45 208 619 187 700 1319 19:45 119 534 113 518 1052
8:00 187 173 20:00 127 120
8:15 165 163 20:15 101 101
8:30 153 158 20:30 90 82
8:45 121 626 153 647 1273 20:45 77 395 93 396 791
9:00 117 139 21:00 71 88
9:15 125 111 21:15 51 86
9:30 135 122 21:30 45 58
9:45 107 484 143 515 999 21:45 64 231 63 295 526
10:00 130 146 22:00 45 54
10:15 114 136 22:15 32 37
10:30 121 145 22:30 34 47
10:45 122 487 150 577 1064 22:45 26 137 39 177 314
11:00 131 129 23:00 28 28
11:15 120 135 23:15 25 27
11:30 142 169 23:30 19 20
11:45 179 572 145 578 1150 23:45 12 84 28 103 187
Total Vol.3434 3550 6984 6547 6021 12568
NB SB Combined
9981 9571 19552
Split %49.2% 50.8%35.7%52.1% 47.9%64.3%
Peak Hour 7:30 7:30 7:30 16:45 14:00 16:45
Volume 734 743 1477 963 724 1609
P.H.F.0.88 0.84 0.93 0.96 0.91 0.96
Tuesday, August 23, 2022 SC3596
ADT1 Campus north of 15th.

Daily Totals
AM PM
[email protected] Tell. 714 253 7888

3.1-9 Page 3449 of 3744

CITY: Upland PROJECT:

AM Period EB WB PM Period EB WB
0:00 1 0 12:00 32
0:15 0 0 12:15 53
0:30 0 0 12:30 65
0:45 0100 1 12:45 620515 35
1:00 0 1 13:00 7 5
1:15 1 0 13:15 2 4
1:30 0 0 13:30 6 5
1:45 1212 4 13:45 520317 37
2:00 0 0 14:00 5 5
2:15 1 0 14:15 3 7
2:30 0 0 14:30 9 3
2:45 0100 1 14:45 421520 41
3:00 0 0 15:00 5 5
3:15 0 0 15:15 2 3
3:30 0 1 15:30 6 5
3:45 1112 3 15:45 821114 35
4:00 2 1 16:00 8 4
4:15 0 0 16:15 3 4
4:30 0 1 16:30 7 2
4:45 0213 5 16:45 018212 30
5:00 0 3 17:00 8 1
5:15 0 3 17:15 2 1
5:30 0 1 17:30 6 1
5:45 1107 8 17:45 622710 32
6:00 0 3 18:00 2 5
6:15 1 1 18:15 3 2
6:30 0 4 18:30 1 3
6:45 3 4 5 13 17 18:45 612515 27
7:00 4 3 19:00 3 2
7:15 2 9 19:15 6 2
7:30 3 15 19:30 1 1
7:45 716835 51 19:45 5151 6 21
8:00 6 7 20:00 9 4
8:15 3 5 20:15 5 5
8:30 6 7 20:30 2 7
8:45 621221 42 20:45 218420 38
9:00 3 3 21:00 2 1
9:15 0 2 21:15 3 2
9:30 4 4 21:30 2 0
9:45 2 9 3 12 21 21:45 3102 5 15
10:00 3 3 22:00 4 2
10:15 1 2 22:15 0 0
10:30 5 5 22:30 1 0
10:45 716818 34 22:45 1613 9
11:00 3 3 23:00 1 0
11:15 2 2 23:15 00
11:30 0 5 23:30 2 1
11:45 4 9 6 16 25 23:45 2501 6
Total Vol.83 129 212 188 138 326
EB WB Combined
271 267 538
Split %39.2% 60.8%39.4%57.7% 42.3%60.6%
Peak Hour 7:45 7:15 7:15 15:45 13:30 12:15
Volume 22 39 57 26 20 42
P.H.F.0.79 0.65 0.79 0.81 0.71 0.88
Tuesday, August 23, 2022 SC3596
ADT2 15th east of Campus.

Daily Totals
AM PM
[email protected] Tell. 714 253 7888

3.1-10 Page 3450 of 3744

CITY: Upland PROJECT:

AM Period EB WB PM Period EB WB
0:00 0 0 12:00 02
0:15 0 0 12:15 00
0:30 0 1 12:30 13
0:45 0001 1 12:45 2327 10
1:00 0 0 13:00 0 0
1:15 0 0 13:15 0 1
1:30 0 0 13:30 1 3
1:45 0000 13:45 0115 6
2:00 0 0 14:00 0 2
2:15 0 0 14:15 2 3
2:30 0 0 14:30 0 1
2:45 0000 14:45 1339 12
3:00 0 0 15:00 1 0
3:15 0 0 15:15 0 0
3:30 0 0 15:30 1 2
3:45 0000 15:45 2424 8
4:00 0 0 16:00 0 1
4:15 0 0 16:15 0 0
4:30 0 0 16:30 0 1
4:45 0000 16:45 1102 3
5:00 0 0 17:00 1 2
5:15 0 0 17:15 0 0
5:30 0 0 17:30 2 3
5:45 0000 17:45 0305 8
6:00 0 0 18:00 2 0
6:15 0 0 18:15 2 2
6:30 1 0 18:30 0 0
6:45 0100 1 18:45 0402 6
7:00 1 0 19:00 0 0
7:15 1 0 19:15 0 0
7:30 0 2 19:30 0 1
7:45 1302 5 19:45 0012 2
8:00 0 0 20:00 1 0
8:15 0 0 20:15 0 0
8:30 1 0 20:30 0 1
8:45 0155 6 20:45 0101 2
9:00 0 1 21:00 0 0
9:15 1 1 21:15 0 0
9:30 0 0 21:30 0 0
9:45 0102 3 21:45 0000
10:00 0 0 22:00 0 0
10:15 0 5 22:15 0 2
10:30 1 0 22:30 0 0
10:45 1227 9 22:45 0013 3
11:00 0 1 23:00 0 0
11:15 0 0 23:15 00
11:30 0 1 23:30 0 0
11:45 0002 2 23:45 0000
Total Vol.81927 20 40 60
EB WB Combined
28 59 87
Split %29.6% 70.4%31.0%33.3% 66.7%69.0%
Peak Hour 6:30 10:15 10:15 17:30 13:30 13:30
Volume 3810 6912
P.H.F.0.75 0.40 0.50 0.75 0.75 0.60
Tuesday, August 23, 2022 SC3596
ADT3 15th west of 13th.

Daily Totals
AM PM
[email protected] Tell. 714 253 7888

3.1-11 Page 3451 of 3744

This Page Intentionally Left Blank

3.1-12 Page 3452 of 3744

Villa Serena Specific Plan Traffic Analysis

14896-04 TA Report
APPENDIX 3.2: EXISTING (2022) CONDITIONS INTERSECTION

OPERATIONS ANALYSIS WORKSHEETS

Page 3453 of 3744 ends

Upland City CouncilJune 9, 2025

Upland City Council
June 9, 2025