46.811
46.830
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
72.5 71.7 69.9 63.9 73.172.5
66.3 67.2
65.9 59.5 58.0 66.766.4
66.8 57.8 59.0 67.567.4
Vehicle Noise: 74.4 73.7 70.5 65.9 74.974.4
Centerline Distance to Noise Contour (in feet)
CNEL:
Ldn:
70 dBA 65 dBA 55 dBA60 dBA
108 233 1,083503
116 250 1,162539
Tuesday, June 14, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL
SITE SPECIFIC INPUT DATA
Project Name: Town Center at MV
Job Number: 14556
Road Segment: s/o Bay Av.
Road Name: Nason St.
Scenario: GP (2040) With Project
40,634
7.83%
55.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 3,182 vehicles
Centerline Dist. to Barrier:
55.0Centerline 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
45 mphVehicle Speed:
Near/Far Lane Distance: 58 feet
REMEL Traffic Flow Distance
3.08 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%
0.30 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 -14.16 0.33 -1.20 0.000 0.000
84.25 -18.12 0.32 -1.20 0.000 0.000
-4.67
-4.87
-5.38
Medium Trucks:
Heavy Trucks:
Autos:
68.46 Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.006
47.000
46.811
46.830
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
70.6 69.8 68.0 62.0 71.270.6
64.4 65.3
64.0 57.6 56.1 64.864.5
64.9 55.9 57.1 65.665.5
Vehicle Noise: 72.5 71.8 68.6 64.0 73.072.5
Centerline Distance to Noise Contour (in feet)
CNEL:
Ldn:
70 dBA 65 dBA 55 dBA60 dBA
81 174 809375
87 187 868403
Tuesday, June 14, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL
SITE SPECIFIC INPUT DATA
Project Name: Town Center at MV
Job Number: 14556
Road Segment: s/o Alessandro Blvd.
Road Name: Nason St.
Scenario: GP (2040) With Project
28,610
7.83%
55.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 2,240 vehicles
Centerline Dist. to Barrier:
55.0Centerline 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
45 mphVehicle Speed:
Near/Far Lane Distance: 58 feet
REMEL Traffic Flow Distance
1.55 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%
0.30 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 -15.69 0.33 -1.20 0.000 0.000
84.25 -19.64 0.32 -1.20 0.000 0.000
-4.67
-4.87
-5.38
Medium Trucks:
Heavy Trucks:
Autos:
68.46 Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.006
47.000
46.811
46.830
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 68.3 66.5 60.5 69.769.1
62.9 63.7
62.4 56.1 54.5 63.263.0
63.4 54.3 55.6 64.163.9
Vehicle Noise: 71.0 70.3 67.1 62.4 71.471.0
Centerline Distance to Noise Contour (in feet)
CNEL:
Ldn:
70 dBA 65 dBA 55 dBA60 dBA
64 138 640297
69 148 687319
Tuesday, June 14, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL
SITE SPECIFIC INPUT DATA
Project Name: Town Center at MV
Job Number: 14556
Road Segment: s/o Cactus
Road Name: Nason St.
Scenario: GP (2040) With Project
17,599
7.83%
55.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 1,378 vehicles
Centerline Dist. to Barrier:
55.0Centerline 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
45 mphVehicle Speed:
Near/Far Lane Distance: 58 feet
REMEL Traffic Flow Distance
-0.56
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%
0.30 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 -17.80 0.33 -1.20 0.000 0.000
84.25 -21.75 0.32 -1.20 0.000 0.000
-4.67
-4.87
-5.38
Medium Trucks:
Heavy Trucks:
Autos:
68.46 Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.006
47.000
46.811
46.830
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 58.3 67.667.0
60.8 61.6
60.3 54.0 52.4 61.160.9
61.3 52.2 53.5 62.061.8
Vehicle Noise: 68.8 68.2 65.0 60.3 69.368.9
Centerline Distance to Noise Contour (in feet)
CNEL:
Ldn:
70 dBA 65 dBA 55 dBA60 dBA
46 100 463215
50 107 497231
Tuesday, June 14, 2022
157
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL
SITE SPECIFIC INPUT DATA
Project Name: Town Center at MV
Job Number: 14556
Road Segment: e/o Nason St.
Road Name: Eucalyptus Av.
Scenario: GP (2040) With Project
24,892
7.83%
50.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 1,949 vehicles
Centerline Dist. to Barrier:
50.0Centerline 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
35 mphVehicle Speed:
Near/Far Lane Distance: 48 feet
REMEL Traffic Flow Distance
2.04 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%
0.71 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 -15.20 0.74 -1.20 0.000 0.000
81.57 -19.16 0.73 -1.20 0.000 0.000
-4.65
-4.87
-5.43
Medium Trucks:
Heavy Trucks:
Autos:
64.30 Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.006
44.147
43.947
43.966
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
65.8 65.0 63.2 57.2 66.465.8
60.1 61.9
59.6 53.3 51.7 60.460.2
61.6 52.6 53.8 62.362.2
Vehicle Noise: 68.1 67.4 64.0 59.6 68.668.1
Centerline Distance to Noise Contour (in feet)
CNEL:
Ldn:
70 dBA 65 dBA 55 dBA60 dBA
38 81 375174
40 86 401186
Tuesday, June 14, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL
SITE SPECIFIC INPUT DATA
Project Name: Town Center at MV
Job Number: 14556
Road Segment: w/o Lasselle St.
Road Name: Cottonwood Av.
Scenario: GP (2040) With Project
35,123
7.83%
44.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 2,750 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
45 mphVehicle Speed:
Near/Far Lane Distance: 36 feet
REMEL Traffic Flow Distance
2.44 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 -14.80 1.31 -1.20 0.000 0.000
84.25 -18.75 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
71.0 70.1 68.4 62.3 71.570.9
64.8 65.6
64.3 58.0 56.4 65.164.9
65.2 56.2 57.5 65.965.8
Vehicle Noise: 72.8 72.1 69.0 64.3 73.372.9
Centerline Distance to Noise Contour (in feet)
CNEL:
Ldn:
70 dBA 65 dBA 55 dBA60 dBA
68 147 682317
73 158 732340
Tuesday, June 14, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL
SITE SPECIFIC INPUT DATA
Project Name: Town Center at MV
Job Number: 14556
Road Segment: w/o Lasselle St.
Road Name: Bay Av.
Scenario: GP (2040) With Project
3,410
7.83%
39.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 267 vehicles
Centerline Dist. to Barrier:
39.0Centerline 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
30 mphVehicle Speed:
Near/Far Lane Distance: 24 feet
REMEL Traffic Flow Distance
-5.92
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%
1.78 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
73.48 -23.16 1.82 -1.20 0.000 0.000
79.92 -27.12 1.82 -1.20 0.000 0.000
-4.58
-4.87
-5.57
Medium Trucks:
Heavy Trucks:
Autos:
61.75 Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.006
37.443
37.206
37.230
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
56.4 55.6 53.8 47.8 57.056.4
50.9 53.4
50.5 44.1 42.6 51.351.0
53.1 44.0 45.3 53.853.6
Vehicle Noise: 58.9 58.3 54.6 50.5 59.459.0
Centerline Distance to Noise Contour (in feet)
CNEL:
Ldn:
70 dBA 65 dBA 55 dBA60 dBA
7 15 7233
8 17 7736
Tuesday, June 14, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL
SITE SPECIFIC INPUT DATA
Project Name: Town Center at MV
Job Number: 14556
Road Segment: w/o Perris Blvd.
Road Name: Alessandro Blvd.
Scenario: GP (2040) With Project
65,695
7.83%
67.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 5,144 vehicles
Centerline Dist. to Barrier:
67.0Centerline 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
45 mphVehicle Speed:
Near/Far Lane Distance: 82 feet
REMEL Traffic Flow Distance
5.16 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%
-0.51
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 -12.08 -0.49 -1.20 0.000 0.000
84.25 -16.03 -0.49 -1.20 0.000 0.000
-4.71
-4.88
-5.29
Medium Trucks:
Heavy Trucks:
Autos:
68.46 Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.006
53.226
53.059
53.076
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
71.9 71.1 69.3 63.3 72.571.9
65.7 66.5
65.2 58.9 57.3 66.065.8
66.2 57.1 58.4 66.966.7
Vehicle Noise: 73.8 73.1 69.9 65.2 74.273.8
Centerline Distance to Noise Contour (in feet)
CNEL:
Ldn:
70 dBA 65 dBA 55 dBA60 dBA
120 258 1,198556
129 277 1,285597
Tuesday, June 14, 2022
158
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL
SITE SPECIFIC INPUT DATA
Project Name: Town Center at MV
Job Number: 14556
Road Segment: w/o Kitching St.
Road Name: Alessandro Blvd.
Scenario: GP (2040) With Project
62,151
7.83%
67.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 4,866 vehicles
Centerline Dist. to Barrier:
67.0Centerline 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
45 mphVehicle Speed:
Near/Far Lane Distance: 82 feet
REMEL Traffic Flow Distance
4.92 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%
-0.51
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 -12.32 -0.49 -1.20 0.000 0.000
84.25 -16.27 -0.49 -1.20 0.000 0.000
-4.71
-4.88
-5.29
Medium Trucks:
Heavy Trucks:
Autos:
68.46 Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.006
53.226
53.059
53.076
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
71.7 70.8 69.1 63.0 72.271.6
65.4 66.3
65.0 58.6 57.1 65.865.6
65.9 56.9 58.1 66.666.5
Vehicle Noise: 73.5 72.8 69.7 65.0 74.073.5
Centerline Distance to Noise Contour (in feet)
CNEL:
Ldn:
70 dBA 65 dBA 55 dBA60 dBA
115 249 1,155536
124 267 1,239575
Tuesday, June 14, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL
SITE SPECIFIC INPUT DATA
Project Name: Town Center at MV
Job Number: 14556
Road Segment: w/o Lasselle St.
Road Name: Alessandro Blvd.
Scenario: GP (2040) With Project
57,419
7.83%
67.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 4,496 vehicles
Centerline Dist. to Barrier:
67.0Centerline 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
45 mphVehicle Speed:
Near/Far Lane Distance: 82 feet
REMEL Traffic Flow Distance
4.58 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%
-0.51
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 -12.66 -0.49 -1.20 0.000 0.000
84.25 -16.62 -0.49 -1.20 0.000 0.000
-4.71
-4.88
-5.29
Medium Trucks:
Heavy Trucks:
Autos:
68.46 Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.006
53.226
53.059
53.076
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
71.3 70.5 68.7 62.7 71.971.3
65.1 65.9
64.7 58.3 56.7 65.465.2
65.6 56.5 57.8 66.366.2
Vehicle Noise: 73.2 72.5 69.3 64.7 73.773.2
Centerline Distance to Noise Contour (in feet)
CNEL:
Ldn:
70 dBA 65 dBA 55 dBA60 dBA
110 236 1,095508
117 253 1,175545
Tuesday, June 14, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL
SITE SPECIFIC INPUT DATA
Project Name: Town Center at MV
Job Number: 14556
Road Segment: e/o Lasselle St.
Road Name: Alessandro Blvd.
Scenario: GP (2040) With Project
43,301
7.83%
67.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 3,390 vehicles
Centerline Dist. to Barrier:
67.0Centerline 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
50 mphVehicle Speed:
Near/Far Lane Distance: 82 feet
REMEL Traffic Flow Distance
2.89 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%
-0.51
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
81.00 -14.34 -0.49 -1.20 0.000 0.000
85.38 -18.30 -0.49 -1.20 0.000 0.000
-4.71
-4.88
-5.29
Medium Trucks:
Heavy Trucks:
Autos:
70.20 Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.006
53.226
53.059
53.076
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
71.4 70.6 68.8 62.7 72.071.4
65.0 65.4
64.5 58.2 56.6 65.365.1
65.0 56.0 57.2 65.765.6
Vehicle Noise: 73.1 72.4 69.4 64.6 73.673.1
Centerline Distance to Noise Contour (in feet)
CNEL:
Ldn:
70 dBA 65 dBA 55 dBA60 dBA
108 233 1,081502
116 250 1,161539
Tuesday, June 14, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL
SITE SPECIFIC INPUT DATA
Project Name: Town Center at MV
Job Number: 14556
Road Segment: e/o Nason St.
Road Name: Alessandro Blvd.
Scenario: GP (2040) With Project
25,271
7.83%
55.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 1,979 vehicles
Centerline Dist. to Barrier:
55.0Centerline 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
45 mphVehicle Speed:
Near/Far Lane Distance: 58 feet
REMEL Traffic Flow Distance
1.01 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%
0.30 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 -16.23 0.33 -1.20 0.000 0.000
84.25 -20.18 0.32 -1.20 0.000 0.000
-4.67
-4.87
-5.38
Medium Trucks:
Heavy Trucks:
Autos:
68.46 Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.006
47.000
46.811
46.830
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
68.6 67.7 66.0 59.9 69.168.5
62.3 63.2
61.9 55.5 54.0 62.762.5
62.8 53.8 55.0 63.563.4
Vehicle Noise: 70.4 69.7 66.6 61.9 70.970.5
Centerline Distance to Noise Contour (in feet)
CNEL:
Ldn:
70 dBA 65 dBA 55 dBA60 dBA
59 127 589274
63 136 632293
Tuesday, June 14, 2022
159
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL
SITE SPECIFIC INPUT DATA
Project Name: Town Center at MV
Job Number: 14556
Road Segment: w/o Nason St.
Road Name: Cactus Av.
Scenario: GP (2040) With Project
19,801
7.83%
44.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 1,550 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
45 mphVehicle Speed:
Near/Far Lane Distance: 36 feet
REMEL Traffic Flow Distance
-0.05
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 -17.28 1.31 -1.20 0.000 0.000
84.25 -21.24 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
68.5 67.7 65.9 59.8 69.168.5
62.3 63.1
61.8 55.5 53.9 62.662.4
62.8 53.7 55.0 63.563.3
Vehicle Noise: 70.3 69.7 66.5 61.8 70.870.4
Centerline Distance to Noise Contour (in feet)
CNEL:
Ldn:
70 dBA 65 dBA 55 dBA60 dBA
47 100 466216
50 108 500232
Tuesday, June 14, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL
SITE SPECIFIC INPUT DATA
Project Name: Town Center at MV
Job Number: 14556
Road Segment: e/o Nason St.
Road Name: Cactus Av.
Scenario: GP (2040) With Project
17,053
7.83%
44.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 1,335 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
45 mphVehicle Speed:
Near/Far Lane Distance: 36 feet
REMEL Traffic Flow Distance
-0.70
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 -17.93 1.31 -1.20 0.000 0.000
84.25 -21.89 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
67.8 67.0 65.2 59.2 68.467.8
61.6 62.5
61.2 54.8 53.3 62.061.7
62.1 53.1 54.3 62.862.7
Vehicle Noise: 69.7 69.0 65.9 61.2 70.269.7
Centerline Distance to Noise Contour (in feet)
CNEL:
Ldn:
70 dBA 65 dBA 55 dBA60 dBA
42 91 422196
45 97 452210
Tuesday, June 14, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL
SITE SPECIFIC INPUT DATA
Project Name: Town Center at MV
Job Number: 14556
Road Segment: w/o Nason St.
Road Name: Iris Av.
Scenario: GP (2040) With Project
41,359
7.83%
67.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 3,238 vehicles
Centerline Dist. to Barrier:
67.0Centerline 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
50 mphVehicle Speed:
Near/Far Lane Distance: 82 feet
REMEL Traffic Flow Distance
2.69 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%
-0.51
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
81.00 -14.54 -0.49 -1.20 0.000 0.000
85.38 -18.50 -0.49 -1.20 0.000 0.000
-4.71
-4.88
-5.29
Medium Trucks:
Heavy Trucks:
Autos:
70.20 Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.006
53.226
53.059
53.076
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
71.2 70.4 68.6 62.5 71.871.2
64.8 65.2
64.3 58.0 56.4 65.164.9
64.8 55.8 57.0 65.565.4
Vehicle Noise: 72.9 72.2 69.2 64.4 73.472.9
Centerline Distance to Noise Contour (in feet)
CNEL:
Ldn:
70 dBA 65 dBA 55 dBA60 dBA
105 226 1,049487
113 243 1,126523
Tuesday, June 14, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL
SITE SPECIFIC INPUT DATA
Project Name: Town Center at MV
Job Number: 14556
Road Segment: e/o Nason St.
Road Name: Iris Av.
Scenario: GP (2040) With Project
31,463
7.83%
67.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 2,464 vehicles
Centerline Dist. to Barrier:
67.0Centerline 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
50 mphVehicle Speed:
Near/Far Lane Distance: 82 feet
REMEL Traffic Flow Distance
1.51 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%
-0.51
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
81.00 -15.73 -0.49 -1.20 0.000 0.000
85.38 -19.69 -0.49 -1.20 0.000 0.000
-4.71
-4.88
-5.29
Medium Trucks:
Heavy Trucks:
Autos:
70.20 Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.006
53.226
53.059
53.076
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
70.0 69.2 67.4 61.3 70.670.0
63.6 64.0
63.1 56.8 55.2 63.963.7
63.6 54.6 55.9 64.364.2
Vehicle Noise: 71.7 71.0 68.0 63.2 72.271.7
Centerline Distance to Noise Contour (in feet)
CNEL:
Ldn:
70 dBA 65 dBA 55 dBA60 dBA
87 188 874406
94 202 939436
Tuesday, June 14, 2022
160
Town Center at Moreno Valley Specific Plan Noise and Vibration Impact Analysis 14556-15 TCMV Noise
APPENDIX 8.1:
ON-SITE TRAFFIC NOISE LEVEL CALCULATIONS
161
Town Center at Moreno Valley Specific Plan Noise and Vibration Impact Analysis 14556-15 TCMV Noise
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162
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013
SITE SPECIFIC INPUT DATA
Project Name: Town Center at MV
Job Number: 14556
Analyst: B. LawsonLot No: ON1
Road Name: Cottonwood Av.
Scenario: Backyard With Wall
10,500
7.83%
44.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 822 vehicles
Centerline Dist. to Barrier:
54.0Centerline Dist. to Observer:
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 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: 6.0
Observer Height (Above Pad): 3.0 feet
feet
45 mphVehicle Speed:
Near/Far Lane Distance: 36 feet
REMEL Traffic Flow Distance
-2.80
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%
-0.24
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
10.0Barrier Distance to Observer: feet
Barrier Type (0-Wall, 1-Berm): 0.0
-9.500 -12.500
Fresnel Berm Atten
Medium Trucks:
Heavy Trucks:
Autos:
VehicleType
-20.04 -0.20 -1.20 -8.900 -11.900
-24.00 -0.19 -1.20 -7.150 -10.150
0.75 0.58
0.25 Medium Trucks:
Heavy Trucks:
Autos:
Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.00
2.30 8.01
51.036
50.760
50.640
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
65.1 64.3 62.5 56.4 65.765.1
56.2 56.8
55.7 49.4 47.8 56.556.3
56.4 47.4 48.6 57.157.0
Vehicle Noise: 66.2 65.4 62.8 57.6 66.766.2
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:
Heavy Trucks:
Autos:
VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn
55.6 54.8 53.0 46.9 56.255.6
47.3 49.6
46.8 40.5 38.9 47.647.4
49.3 40.2 41.5 49.949.8
Vehicle Noise: 57.1 56.4 53.5 48.5 57.657.1
77.62 82.14
69.34 Road Grade: 0.0%
feet
Centerline Distance to Noise Contour (in feet)
CNEL:
70 dBA 65 dBA 55 dBA60 dBA
32 70 324151
Tuesday, June 14, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013
SITE SPECIFIC INPUT DATA
Project Name: Town Center at MV
Job Number: 14556
Analyst: B. LawsonLot No: ON2
Road Name: Nason St.
Scenario: Backyard With Wall
63,000
7.83%
55.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 4,933 vehicles
Centerline Dist. to Barrier:
65.0Centerline Dist. to Observer:
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 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: 6.0
Observer Height (Above Pad): 3.0 feet
feet
45 mphVehicle Speed:
Near/Far Lane Distance: 58 feet
REMEL Traffic Flow Distance
4.98 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%
-1.02
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
10.0Barrier Distance to Observer: feet
Barrier Type (0-Wall, 1-Berm): 0.0
-9.240 -12.240
Fresnel Berm Atten
Medium Trucks:
Heavy Trucks:
Autos:
VehicleType
-12.26 -0.99 -1.20 -8.750 -11.750
-16.21 -0.98 -1.20 -7.360 -10.360
0.68 0.55
0.28 Medium Trucks:
Heavy Trucks:
Autos:
Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.00
2.30 8.01
57.557
57.320
57.217
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
72.1 71.3 69.5 63.4 72.772.1
63.2 63.7
62.7 56.4 54.8 63.563.3
63.4 54.4 55.6 64.164.0
Vehicle Noise: 73.2 72.4 69.8 64.6 73.773.2
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:
Heavy Trucks:
Autos:
VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn
62.9 62.0 60.3 54.2 63.462.8
54.4 56.4
54.0 47.6 46.1 54.854.5
56.0 47.0 48.2 56.756.6
Vehicle Noise: 64.2 63.5 60.7 55.7 64.764.2
77.62 82.14
69.34 Road Grade: 0.0%
feet
Centerline Distance to Noise Contour (in feet)
CNEL:
70 dBA 65 dBA 55 dBA60 dBA
114 246 1,143531
Tuesday, June 14, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013
SITE SPECIFIC INPUT DATA
Project Name: Town Center at MV
Job Number: 14556
Analyst: B. LawsonLot No: ON3
Road Name: Nason St.
Scenario: Backyard With Wall
63,000
7.83%
55.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 4,933 vehicles
Centerline Dist. to Barrier:
65.0Centerline Dist. to Observer:
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 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: 6.0
Observer Height (Above Pad): 3.0 feet
feet
45 mphVehicle Speed:
Near/Far Lane Distance: 58 feet
REMEL Traffic Flow Distance
4.98 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%
-1.02
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
10.0Barrier Distance to Observer: feet
Barrier Type (0-Wall, 1-Berm): 0.0
-9.240 -12.240
Fresnel Berm Atten
Medium Trucks:
Heavy Trucks:
Autos:
VehicleType
-12.26 -0.99 -1.20 -8.750 -11.750
-16.21 -0.98 -1.20 -7.360 -10.360
0.68 0.55
0.28 Medium Trucks:
Heavy Trucks:
Autos:
Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.00
2.30 8.01
57.557
57.320
57.217
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
72.1 71.3 69.5 63.4 72.772.1
63.2 63.7
62.7 56.4 54.8 63.563.3
63.4 54.4 55.6 64.164.0
Vehicle Noise: 73.2 72.4 69.8 64.6 73.773.2
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:
Heavy Trucks:
Autos:
VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn
62.9 62.0 60.3 54.2 63.462.8
54.4 56.4
54.0 47.6 46.1 54.854.5
56.0 47.0 48.2 56.756.6
Vehicle Noise: 64.2 63.5 60.7 55.7 64.764.2
77.62 82.14
69.34 Road Grade: 0.0%
feet
Centerline Distance to Noise Contour (in feet)
CNEL:
70 dBA 65 dBA 55 dBA60 dBA
114 246 1,143531
Tuesday, June 14, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013
SITE SPECIFIC INPUT DATA
Project Name: Town Center at MV
Job Number: 14556
Analyst: B. LawsonLot No: ON4
Road Name: Nason St.
Scenario: Backyard With Wall
63,000
7.83%
55.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 4,933 vehicles
Centerline Dist. to Barrier:
65.0Centerline Dist. to Observer:
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 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
45 mphVehicle Speed:
Near/Far Lane Distance: 58 feet
REMEL Traffic Flow Distance
4.98 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%
-1.11
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
10.0Barrier 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
-12.26 -1.10 -1.20 0.000 0.000
-16.21 -1.10 -1.20 0.000 0.000
-0.97
-1.15
-1.65
Medium Trucks:
Heavy Trucks:
Autos:
Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.00
2.30 8.01
58.387
58.235
58.250
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
72.0 71.2 69.4 63.4 72.672.0
63.1 63.6
62.6 56.3 54.7 63.463.2
63.3 54.2 55.5 64.063.8
Vehicle Noise: 73.1 72.3 69.7 64.5 73.673.1
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:
Heavy Trucks:
Autos:
VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn
72.0 71.2 69.4 63.4 72.672.0
63.1 63.6
62.6 56.3 54.7 63.463.2
63.3 54.2 55.5 64.063.8
Vehicle Noise: 73.1 72.3 69.7 64.5 73.673.1
77.62 82.14
69.34 Road Grade: 0.0%
feet
Centerline Distance to Noise Contour (in feet)
CNEL:
70 dBA 65 dBA 55 dBA60 dBA
113 243 1,126523
Tuesday, June 14, 2022
163
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013
SITE SPECIFIC INPUT DATA
Project Name: Town Center at MV
Job Number: 14556
Analyst: B. LawsonLot No: ON5
Road Name: Nason St.
Scenario: Backyard With Wall
63,000
7.83%
55.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 4,933 vehicles
Centerline Dist. to Barrier:
65.0Centerline Dist. to Observer:
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 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
45 mphVehicle Speed:
Near/Far Lane Distance: 58 feet
REMEL Traffic Flow Distance
4.98 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%
-1.11
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
10.0Barrier 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
-12.26 -1.10 -1.20 0.000 0.000
-16.21 -1.10 -1.20 0.000 0.000
-0.97
-1.15
-1.65
Medium Trucks:
Heavy Trucks:
Autos:
Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.00
2.30 8.01
58.387
58.235
58.250
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
72.0 71.2 69.4 63.4 72.672.0
63.1 63.6
62.6 56.3 54.7 63.463.2
63.3 54.2 55.5 64.063.8
Vehicle Noise: 73.1 72.3 69.7 64.5 73.673.1
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:
Heavy Trucks:
Autos:
VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn
72.0 71.2 69.4 63.4 72.672.0
63.1 63.6
62.6 56.3 54.7 63.463.2
63.3 54.2 55.5 64.063.8
Vehicle Noise: 73.1 72.3 69.7 64.5 73.673.1
77.62 82.14
69.34 Road Grade: 0.0%
feet
Centerline Distance to Noise Contour (in feet)
CNEL:
70 dBA 65 dBA 55 dBA60 dBA
113 243 1,126523
Tuesday, June 14, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013
SITE SPECIFIC INPUT DATA
Project Name: Town Center at MV
Job Number: 14556
Analyst: B. LawsonLot No: ON6
Road Name: Alessandro Blvd.
Scenario: Backyard With Wall
25,950
7.83%
67.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 2,032 vehicles
Centerline Dist. to Barrier:
77.0Centerline Dist. to Observer:
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 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
50 mphVehicle Speed:
Near/Far Lane Distance: 82 feet
REMEL Traffic Flow Distance
0.67 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%
-1.85
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
10.0Barrier 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
-16.57 -1.84 -1.20 0.000 0.000
-20.52 -1.84 -1.20 0.000 0.000
-1.00
-1.15
-1.56
Medium Trucks:
Heavy Trucks:
Autos:
Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.00
2.30 8.01
65.368
65.233
65.246
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
68.7 67.9 66.1 60.1 69.368.7
59.2 59.5
58.7 52.4 50.8 59.559.3
59.1 50.1 51.3 59.859.7
Vehicle Noise: 69.6 68.9 66.4 61.1 70.269.6
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:
Heavy Trucks:
Autos:
VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn
68.7 67.9 66.1 60.1 69.368.7
59.2 59.5
58.7 52.4 50.8 59.559.3
59.1 50.1 51.3 59.859.7
Vehicle Noise: 69.6 68.9 66.4 61.1 70.269.6
78.79 83.02
71.12 Road Grade: 0.0%
feet
Centerline Distance to Noise Contour (in feet)
CNEL:
70 dBA 65 dBA 55 dBA60 dBA
79 170 790367
Tuesday, June 14, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013
SITE SPECIFIC INPUT DATA
Project Name: Town Center at MV
Job Number: 14556
Analyst: B. LawsonLot No: ON7
Road Name: Alessandro Blvd.
Scenario: Backyard With Wall
25,950
7.83%
67.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 2,032 vehicles
Centerline Dist. to Barrier:
77.0Centerline Dist. to Observer:
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 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: 6.0
Observer Height (Above Pad): 3.0 feet
feet
50 mphVehicle Speed:
Near/Far Lane Distance: 82 feet
REMEL Traffic Flow Distance
0.67 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%
-1.69
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
10.0Barrier Distance to Observer: feet
Barrier Type (0-Wall, 1-Berm): 0.0
-9.120 -12.120
Fresnel Berm Atten
Medium Trucks:
Heavy Trucks:
Autos:
VehicleType
-16.57 -1.67 -1.20 -8.650 -11.650
-20.52 -1.66 -1.20 -7.500 -10.500
0.64 0.53
0.30 Medium Trucks:
Heavy Trucks:
Autos:
Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.00
2.30 8.01
63.769
63.560
63.469
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
68.9 68.1 66.3 60.2 69.568.9
59.4 59.6
58.9 52.6 51.0 59.759.5
59.3 50.2 51.5 60.059.8
Vehicle Noise: 69.8 69.0 66.6 61.2 70.369.8
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:
Heavy Trucks:
Autos:
VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn
59.8 58.9 57.2 51.1 60.459.7
50.7 52.1
50.3 43.9 42.4 51.150.8
51.8 42.7 44.0 52.552.3
Vehicle Noise: 60.9 60.2 57.5 52.4 61.460.9
78.79 83.02
71.12 Road Grade: 0.0%
feet
Centerline Distance to Noise Contour (in feet)
CNEL:
70 dBA 65 dBA 55 dBA60 dBA
81 174 810376
Tuesday, June 14, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013
SITE SPECIFIC INPUT DATA
Project Name: Town Center at MV
Job Number: 14556
Analyst: B. LawsonLot No: ON8
Road Name: Bay Av.
Scenario: Backyard With Wall
3,200
7.83%
39.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 251 vehicles
Centerline Dist. to Barrier:
49.0Centerline Dist. to Observer:
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 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
30 mphVehicle Speed:
Near/Far Lane Distance: 24 feet
REMEL Traffic Flow Distance
-6.20
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%
0.19 Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
10.0Barrier 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
-23.44 0.22 -1.20 0.000 0.000
-27.40 0.22 -1.20 0.000 0.000
-0.91
-1.15
-1.86
Medium Trucks:
Heavy Trucks:
Autos:
Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.00
2.30 8.01
47.770
47.585
47.603
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
55.3 54.5 52.7 46.6 55.955.3
48.7 50.4
48.2 41.9 40.3 49.048.8
50.0 41.0 42.2 50.750.6
Vehicle Noise: 57.2 56.5 53.3 48.7 57.757.2
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:
Heavy Trucks:
Autos:
VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn
55.3 54.5 52.7 46.6 55.955.3
48.7 50.4
48.2 41.9 40.3 49.048.8
50.0 41.0 42.2 50.750.6
Vehicle Noise: 57.2 56.5 53.3 48.7 57.757.2
73.11 78.76
62.51 Road Grade: 0.0%
feet
Centerline Distance to Noise Contour (in feet)
CNEL:
70 dBA 65 dBA 55 dBA60 dBA
7 16 7434
Tuesday, June 14, 2022
164
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013
SITE SPECIFIC INPUT DATA
Project Name: Town Center at MV
Job Number: 14556
Analyst: B. LawsonLot No: ON9
Road Name: Street A
Scenario: Backyard With Wall
2,050
7.83%
39.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 161 vehicles
Centerline Dist. to Barrier:
49.0Centerline Dist. to Observer:
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 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
30 mphVehicle Speed:
Near/Far Lane Distance: 24 feet
REMEL Traffic Flow Distance
-8.13
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%
0.19 Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
10.0Barrier 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
-25.37 0.22 -1.20 0.000 0.000
-29.33 0.22 -1.20 0.000 0.000
-0.91
-1.15
-1.86
Medium Trucks:
Heavy Trucks:
Autos:
Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.00
2.30 8.01
47.770
47.585
47.603
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
53.4 52.5 50.8 44.7 53.953.3
46.8 48.4
46.3 40.0 38.4 47.146.9
48.1 39.1 40.3 48.848.7
Vehicle Noise: 55.2 54.6 51.4 46.7 55.755.3
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:
Heavy Trucks:
Autos:
VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn
53.4 52.5 50.8 44.7 53.953.3
46.8 48.4
46.3 40.0 38.4 47.146.9
48.1 39.1 40.3 48.848.7
Vehicle Noise: 55.2 54.6 51.4 46.7 55.755.3
73.11 78.76
62.51 Road Grade: 0.0%
feet
Centerline Distance to Noise Contour (in feet)
CNEL:
70 dBA 65 dBA 55 dBA60 dBA
5 12 5525
Tuesday, June 14, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013
SITE SPECIFIC INPUT DATA
Project Name: Town Center at MV
Job Number: 14556
Analyst: B. LawsonLot No: ON1
Road Name: Cottonwood Av.
Scenario: First Floor With Wall
10,500
7.83%
44.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 822 vehicles
Centerline Dist. to Barrier:
64.0Centerline Dist. to Observer:
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 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: 6.0
Observer Height (Above Pad): 5.0 feet
feet
45 mphVehicle Speed:
Near/Far Lane Distance: 36 feet
REMEL Traffic Flow Distance
-2.80
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%
-1.36
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
20.0Barrier Distance to Observer: feet
Barrier Type (0-Wall, 1-Berm): 0.0
-7.010 -10.010
Fresnel Berm Atten
Medium Trucks:
Heavy Trucks:
Autos:
VehicleType
-20.04 -1.33 -1.20 -6.160 -9.160
-24.00 -1.32 -1.20 -4.900 -7.900
0.23 0.12
0.00 Medium Trucks:
Heavy Trucks:
Autos:
Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.006
60.621
60.345
60.225
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
64.0 63.1 61.4 55.3 64.663.9
55.1 55.6
54.6 48.2 46.7 55.455.2
55.3 46.2 47.5 56.055.8
Vehicle Noise: 65.0 64.3 61.7 56.5 65.665.0
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:
Heavy Trucks:
Autos:
VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn
57.0 56.1 54.4 48.3 57.556.9
48.9 50.7
48.4 42.1 40.5 49.249.0
50.4 41.3 42.6 51.150.9
Vehicle Noise: 58.4 57.7 54.8 49.9 58.958.4
77.62 82.14
69.34 Road Grade: 0.0%
feet
Tuesday, June 14, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013
SITE SPECIFIC INPUT DATA
Project Name: Town Center at MV
Job Number: 14556
Analyst: B. LawsonLot No: ON2
Road Name: Nason St.
Scenario: First Floor With Wall
63,000
7.83%
55.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 4,933 vehicles
Centerline Dist. to Barrier:
75.0Centerline Dist. to Observer:
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 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: 6.0
Observer Height (Above Pad): 5.0 feet
feet
45 mphVehicle Speed:
Near/Far Lane Distance: 58 feet
REMEL Traffic Flow Distance
4.98 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%
-2.02
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
20.0Barrier Distance to Observer: feet
Barrier Type (0-Wall, 1-Berm): 0.0
-6.640 -9.640
Fresnel Berm Atten
Medium Trucks:
Heavy Trucks:
Autos:
VehicleType
-12.26 -2.00 -1.20 -6.000 -9.000
-16.21 -1.99 -1.20 -4.900 -7.900
0.18 0.10
0.00 Medium Trucks:
Heavy Trucks:
Autos:
Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.006
67.142
66.905
66.801
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
71.1 70.3 68.5 62.4 71.771.1
62.2 62.7
61.7 55.4 53.8 62.562.3
62.4 53.3 54.6 63.162.9
Vehicle Noise: 72.2 71.4 68.8 63.6 72.772.2
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:
Heavy Trucks:
Autos:
VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn
64.5 63.6 61.9 55.8 65.064.4
56.2 57.8
55.7 49.4 47.8 56.556.3
57.5 48.4 49.7 58.258.0
Vehicle Noise: 65.8 65.1 62.3 57.3 66.365.8
77.62 82.14
69.34 Road Grade: 0.0%
feet
Tuesday, June 14, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013
SITE SPECIFIC INPUT DATA
Project Name: Town Center at MV
Job Number: 14556
Analyst: B. LawsonLot No: ON3
Road Name: Nason St.
Scenario: First Floor With Wall
63,000
7.83%
55.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 4,933 vehicles
Centerline Dist. to Barrier:
75.0Centerline Dist. to Observer:
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 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: 6.0
Observer Height (Above Pad): 5.0 feet
feet
45 mphVehicle Speed:
Near/Far Lane Distance: 58 feet
REMEL Traffic Flow Distance
4.98 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%
-2.02
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
20.0Barrier Distance to Observer: feet
Barrier Type (0-Wall, 1-Berm): 0.0
-6.640 -9.640
Fresnel Berm Atten
Medium Trucks:
Heavy Trucks:
Autos:
VehicleType
-12.26 -2.00 -1.20 -6.000 -9.000
-16.21 -1.99 -1.20 -4.900 -7.900
0.18 0.10
0.00 Medium Trucks:
Heavy Trucks:
Autos:
Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.006
67.142
66.905
66.801
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
71.1 70.3 68.5 62.4 71.771.1
62.2 62.7
61.7 55.4 53.8 62.562.3
62.4 53.3 54.6 63.162.9
Vehicle Noise: 72.2 71.4 68.8 63.6 72.772.2
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:
Heavy Trucks:
Autos:
VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn
64.5 63.6 61.9 55.8 65.064.4
56.2 57.8
55.7 49.4 47.8 56.556.3
57.5 48.4 49.7 58.258.0
Vehicle Noise: 65.8 65.1 62.3 57.3 66.365.8
77.62 82.14
69.34 Road Grade: 0.0%
feet
Tuesday, June 14, 2022
165
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013
SITE SPECIFIC INPUT DATA
Project Name: Town Center at MV
Job Number: 14556
Analyst: B. LawsonLot No: ON4
Road Name: Nason St.
Scenario: First Floor With Wall
63,000
7.83%
55.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 4,933 vehicles
Centerline Dist. to Barrier:
75.0Centerline Dist. to Observer:
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 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
45 mphVehicle Speed:
Near/Far Lane Distance: 58 feet
REMEL Traffic Flow Distance
4.98 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%
-2.23
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
20.0Barrier 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
-12.26 -2.22 -1.20 0.000 0.000
-16.21 -2.22 -1.20 0.000 0.000
-0.44
-0.60
-1.11
Medium Trucks:
Heavy Trucks:
Autos:
Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.006
69.347
69.219
69.232
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
70.9 70.1 68.3 62.2 71.570.9
61.9 62.5
61.5 55.1 53.6 62.362.1
62.1 53.1 54.4 62.862.7
Vehicle Noise: 71.9 71.2 68.6 63.4 72.571.9
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:
Heavy Trucks:
Autos:
VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn
70.9 70.1 68.3 62.2 71.570.9
61.9 62.5
61.5 55.1 53.6 62.362.1
62.1 53.1 54.4 62.862.7
Vehicle Noise: 71.9 71.2 68.6 63.4 72.571.9
77.62 82.14
69.34 Road Grade: 0.0%
feet
Tuesday, June 14, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013
SITE SPECIFIC INPUT DATA
Project Name: Town Center at MV
Job Number: 14556
Analyst: B. LawsonLot No: ON5
Road Name: Nason St.
Scenario: First Floor With Wall
63,000
7.83%
55.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 4,933 vehicles
Centerline Dist. to Barrier:
75.0Centerline Dist. to Observer:
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 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
45 mphVehicle Speed:
Near/Far Lane Distance: 58 feet
REMEL Traffic Flow Distance
4.98 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%
-2.23
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
20.0Barrier 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
-12.26 -2.22 -1.20 0.000 0.000
-16.21 -2.22 -1.20 0.000 0.000
-0.44
-0.60
-1.11
Medium Trucks:
Heavy Trucks:
Autos:
Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.006
69.347
69.219
69.232
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
70.9 70.1 68.3 62.2 71.570.9
61.9 62.5
61.5 55.1 53.6 62.362.1
62.1 53.1 54.4 62.862.7
Vehicle Noise: 71.9 71.2 68.6 63.4 72.571.9
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:
Heavy Trucks:
Autos:
VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn
70.9 70.1 68.3 62.2 71.570.9
61.9 62.5
61.5 55.1 53.6 62.362.1
62.1 53.1 54.4 62.862.7
Vehicle Noise: 71.9 71.2 68.6 63.4 72.571.9
77.62 82.14
69.34 Road Grade: 0.0%
feet
Tuesday, June 14, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013
SITE SPECIFIC INPUT DATA
Project Name: Town Center at MV
Job Number: 14556
Analyst: B. LawsonLot No: ON6
Road Name: Alessandro Blvd.
Scenario: First Floor With Wall
25,950
7.83%
67.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 2,032 vehicles
Centerline Dist. to Barrier:
87.0Centerline Dist. to Observer:
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 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
50 mphVehicle Speed:
Near/Far Lane Distance: 82 feet
REMEL Traffic Flow Distance
0.67 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%
-2.91
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
20.0Barrier 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
-16.57 -2.90 -1.20 0.000 0.000
-20.52 -2.90 -1.20 0.000 0.000
-0.46
-0.60
-1.02
Medium Trucks:
Heavy Trucks:
Autos:
Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.006
76.896
76.781
76.792
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
58.1 58.4
57.7 51.3 49.8 58.558.2
58.0 49.0 50.3 58.758.6
Vehicle Noise: 68.6 67.8 65.4 60.0 69.168.6
Mitigated Noise Levels (with 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
58.1 58.4
57.7 51.3 49.8 58.558.2
58.0 49.0 50.3 58.758.6
Vehicle Noise: 68.6 67.8 65.4 60.0 69.168.6
78.79 83.02
71.12 Road Grade: 0.0%
feet
Tuesday, June 14, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013
SITE SPECIFIC INPUT DATA
Project Name: Town Center at MV
Job Number: 14556
Analyst: B. LawsonLot No: ON7
Road Name: Alessandro Blvd.
Scenario: First Floor With Wall
25,950
7.83%
67.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 2,032 vehicles
Centerline Dist. to Barrier:
87.0Centerline Dist. to Observer:
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 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: 6.0
Observer Height (Above Pad): 5.0 feet
feet
50 mphVehicle Speed:
Near/Far Lane Distance: 82 feet
REMEL Traffic Flow Distance
0.67 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%
-2.60
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
20.0Barrier Distance to Observer: feet
Barrier Type (0-Wall, 1-Berm): 0.0
-6.400 -9.400
Fresnel Berm Atten
Medium Trucks:
Heavy Trucks:
Autos:
VehicleType
-16.57 -2.58 -1.20 -5.800 -8.800
-20.52 -2.57 -1.20 -4.900 -7.900
0.15 0.08
0.00 Medium Trucks:
Heavy Trucks:
Autos:
Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.006
73.354
73.145
73.054
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
68.0 67.2 65.4 59.3 68.668.0
58.4 58.7
58.0 51.6 50.1 58.858.6
58.4 49.3 50.6 59.158.9
Vehicle Noise: 68.9 68.1 65.7 60.3 69.468.9
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:
Heavy Trucks:
Autos:
VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn
61.6 60.8 59.0 52.9 62.261.6
52.6 53.8
52.2 45.8 44.3 53.052.8
53.5 44.4 45.7 54.254.0
Vehicle Noise: 62.7 62.0 59.3 54.2 63.262.7
78.79 83.02
71.12 Road Grade: 0.0%
feet
Tuesday, June 14, 2022
166
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013
SITE SPECIFIC INPUT DATA
Project Name: Town Center at MV
Job Number: 14556
Analyst: B. LawsonLot No: ON8
Road Name: Bay Av.
Scenario: First Floor With Wall
3,200
7.83%
39.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 251 vehicles
Centerline Dist. to Barrier:
59.0Centerline Dist. to Observer:
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 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
30 mphVehicle Speed:
Near/Far Lane Distance: 24 feet
REMEL Traffic Flow Distance
-6.20
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%
-1.07
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
20.0Barrier 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
-23.44 -1.05 -1.20 0.000 0.000
-27.40 -1.05 -1.20 0.000 0.000
-0.40
-0.61
-1.32
Medium Trucks:
Heavy Trucks:
Autos:
Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.006
57.983
57.830
57.845
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
54.0 53.2 51.4 45.4 54.654.0
47.4 49.1
47.0 40.6 39.1 47.847.5
48.8 39.7 41.0 49.449.3
Vehicle Noise: 55.9 55.2 52.0 47.4 56.456.0
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:
Heavy Trucks:
Autos:
VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn
54.0 53.2 51.4 45.4 54.654.0
47.4 49.1
47.0 40.6 39.1 47.847.5
48.8 39.7 41.0 49.449.3
Vehicle Noise: 55.9 55.2 52.0 47.4 56.456.0
73.11 78.76
62.51 Road Grade: 0.0%
feet
Tuesday, June 14, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013
SITE SPECIFIC INPUT DATA
Project Name: Town Center at MV
Job Number: 14556
Analyst: B. LawsonLot No: ON9
Road Name: Street A
Scenario: First Floor With Wall
2,050
7.83%
39.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 161 vehicles
Centerline Dist. to Barrier:
59.0Centerline Dist. to Observer:
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 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
30 mphVehicle Speed:
Near/Far Lane Distance: 24 feet
REMEL Traffic Flow Distance
-8.13
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%
-1.07
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
20.0Barrier 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
-25.37 -1.05 -1.20 0.000 0.000
-29.33 -1.05 -1.20 0.000 0.000
-0.40
-0.61
-1.32
Medium Trucks:
Heavy Trucks:
Autos:
Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.006
57.983
57.830
57.845
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
52.1 51.3 49.5 43.5 52.752.1
45.5 47.2
45.0 38.7 37.1 45.845.6
46.8 37.8 39.0 47.547.4
Vehicle Noise: 54.0 53.3 50.1 45.5 54.554.0
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:
Heavy Trucks:
Autos:
VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn
52.1 51.3 49.5 43.5 52.752.1
45.5 47.2
45.0 38.7 37.1 45.845.6
46.8 37.8 39.0 47.547.4
Vehicle Noise: 54.0 53.3 50.1 45.5 54.554.0
73.11 78.76
62.51 Road Grade: 0.0%
feet
Tuesday, June 14, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013
SITE SPECIFIC INPUT DATA
Project Name: Town Center at MV
Job Number: 14556
Analyst: B. LawsonLot No: ON1
Road Name: Cottonwood Av.
Scenario: Second Floor With Wall
10,500
7.83%
44.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 822 vehicles
Centerline Dist. to Barrier:
64.0Centerline Dist. to Observer:
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 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: 6.0
Observer Height (Above Pad): 15.0 feet
feet
45 mphVehicle Speed:
Near/Far Lane Distance: 36 feet
REMEL Traffic Flow Distance
-2.80
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%
-1.63
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
20.0Barrier 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
-20.04 -1.58 -1.20 0.000 0.000
-24.00 -1.49 -1.20 0.000 0.000
-0.59
-0.82
-1.56
Medium Trucks:
Heavy Trucks:
Autos:
Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.006
63.222
62.717
61.814
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
63.7 62.9 61.1 55.1 64.363.7
54.8 55.5
54.4 48.0 46.5 55.154.9
55.1 46.1 47.3 55.855.7
Vehicle Noise: 64.8 64.0 61.4 56.2 65.364.8
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:
Heavy Trucks:
Autos:
VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn
63.7 62.9 61.1 55.1 64.363.7
54.8 55.5
54.4 48.0 46.5 55.154.9
55.1 46.1 47.3 55.855.7
Vehicle Noise: 64.8 64.0 61.4 56.2 65.364.8
77.62 82.14
69.34 Road Grade: 0.0%
feet
Tuesday, June 14, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013
SITE SPECIFIC INPUT DATA
Project Name: Town Center at MV
Job Number: 14556
Analyst: B. LawsonLot No: ON2
Road Name: Nason St.
Scenario: Second Floor With Wall
63,000
7.83%
55.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 4,933 vehicles
Centerline Dist. to Barrier:
75.0Centerline Dist. to Observer:
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 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: 6.0
Observer Height (Above Pad): 15.0 feet
feet
45 mphVehicle Speed:
Near/Far Lane Distance: 58 feet
REMEL Traffic Flow Distance
4.98 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%
-2.37
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
20.0Barrier 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
-12.26 -2.33 -1.20 0.000 0.000
-16.21 -2.25 -1.20 0.000 0.000
-0.76
-0.97
-1.61
Medium Trucks:
Heavy Trucks:
Autos:
Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.006
70.774
70.323
69.519
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
70.8 69.9 68.2 62.1 71.370.7
61.8 62.5
61.4 55.0 53.5 62.261.9
62.1 53.1 54.3 62.862.7
Vehicle Noise: 71.8 71.1 68.5 63.3 72.371.8
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:
Heavy Trucks:
Autos:
VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn
70.8 69.9 68.2 62.1 71.370.7
61.8 62.5
61.4 55.0 53.5 62.261.9
62.1 53.1 54.3 62.862.7
Vehicle Noise: 71.8 71.1 68.5 63.3 72.371.8
77.62 82.14
69.34 Road Grade: 0.0%
feet
Tuesday, June 14, 2022
167
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013
SITE SPECIFIC INPUT DATA
Project Name: Town Center at MV
Job Number: 14556
Analyst: B. LawsonLot No: ON3
Road Name: Nason St.
Scenario: Second Floor With Wall
63,000
7.83%
55.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 4,933 vehicles
Centerline Dist. to Barrier:
75.0Centerline Dist. to Observer:
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 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: 6.0
Observer Height (Above Pad): 15.0 feet
feet
45 mphVehicle Speed:
Near/Far Lane Distance: 58 feet
REMEL Traffic Flow Distance
4.98 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%
-2.37
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
20.0Barrier 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
-12.26 -2.33 -1.20 0.000 0.000
-16.21 -2.25 -1.20 0.000 0.000
-0.76
-0.97
-1.61
Medium Trucks:
Heavy Trucks:
Autos:
Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.006
70.774
70.323
69.519
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
70.8 69.9 68.2 62.1 71.370.7
61.8 62.5
61.4 55.0 53.5 62.261.9
62.1 53.1 54.3 62.862.7
Vehicle Noise: 71.8 71.1 68.5 63.3 72.371.8
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:
Heavy Trucks:
Autos:
VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn
70.8 69.9 68.2 62.1 71.370.7
61.8 62.5
61.4 55.0 53.5 62.261.9
62.1 53.1 54.3 62.862.7
Vehicle Noise: 71.8 71.1 68.5 63.3 72.371.8
77.62 82.14
69.34 Road Grade: 0.0%
feet
Tuesday, June 14, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013
SITE SPECIFIC INPUT DATA
Project Name: Town Center at MV
Job Number: 14556
Analyst: B. LawsonLot No: ON4
Road Name: Nason St.
Scenario: Second Floor With Wall
63,000
7.83%
55.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 4,933 vehicles
Centerline Dist. to Barrier:
75.0Centerline Dist. to Observer:
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 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): 15.0 feet
feet
45 mphVehicle Speed:
Near/Far Lane Distance: 58 feet
REMEL Traffic Flow Distance
4.98 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%
-2.37
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
20.0Barrier 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
-12.26 -2.33 -1.20 0.000 0.000
-16.21 -2.25 -1.20 0.000 0.000
-3.44
-3.89
-5.14
Medium Trucks:
Heavy Trucks:
Autos:
Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.006
70.774
70.323
69.519
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
70.8 69.9 68.2 62.1 71.370.7
61.8 62.5
61.4 55.0 53.5 62.261.9
62.1 53.1 54.3 62.862.7
Vehicle Noise: 71.8 71.1 68.5 63.3 72.371.8
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:
Heavy Trucks:
Autos:
VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn
70.8 69.9 68.2 62.1 71.370.7
61.8 62.5
61.4 55.0 53.5 62.261.9
62.1 53.1 54.3 62.862.7
Vehicle Noise: 71.8 71.1 68.5 63.3 72.371.8
77.62 82.14
69.34 Road Grade: 0.0%
feet
Tuesday, June 14, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013
SITE SPECIFIC INPUT DATA
Project Name: Town Center at MV
Job Number: 14556
Analyst: B. LawsonLot No: ON5
Road Name: Nason St.
Scenario: Second Floor With Wall
63,000
7.83%
55.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 4,933 vehicles
Centerline Dist. to Barrier:
75.0Centerline Dist. to Observer:
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 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): 15.0 feet
feet
45 mphVehicle Speed:
Near/Far Lane Distance: 58 feet
REMEL Traffic Flow Distance
4.98 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%
-2.37
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
20.0Barrier 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
-12.26 -2.33 -1.20 0.000 0.000
-16.21 -2.25 -1.20 0.000 0.000
-3.44
-3.89
-5.14
Medium Trucks:
Heavy Trucks:
Autos:
Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.006
70.774
70.323
69.519
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
70.8 69.9 68.2 62.1 71.370.7
61.8 62.5
61.4 55.0 53.5 62.261.9
62.1 53.1 54.3 62.862.7
Vehicle Noise: 71.8 71.1 68.5 63.3 72.371.8
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:
Heavy Trucks:
Autos:
VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn
70.8 69.9 68.2 62.1 71.370.7
61.8 62.5
61.4 55.0 53.5 62.261.9
62.1 53.1 54.3 62.862.7
Vehicle Noise: 71.8 71.1 68.5 63.3 72.371.8
77.62 82.14
69.34 Road Grade: 0.0%
feet
Tuesday, June 14, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013
SITE SPECIFIC INPUT DATA
Project Name: Town Center at MV
Job Number: 14556
Analyst: B. LawsonLot No: ON6
Road Name: Alessandro Blvd.
Scenario: Second Floor With Wall
25,950
7.83%
67.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 2,032 vehicles
Centerline Dist. to Barrier:
87.0Centerline Dist. to Observer:
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 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): 15.0 feet
feet
50 mphVehicle Speed:
Near/Far Lane Distance: 82 feet
REMEL Traffic Flow Distance
0.67 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%
-3.02
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
20.0Barrier 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
-16.57 -2.98 -1.20 0.000 0.000
-20.52 -2.92 -1.20 0.000 0.000
-3.64
-4.03
-5.08
Medium Trucks:
Heavy Trucks:
Autos:
Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.006
78.186
77.778
77.051
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
58.0 58.4
57.6 51.2 49.7 58.458.2
58.0 49.0 50.2 58.758.6
Vehicle Noise: 68.5 67.7 65.3 59.9 69.068.5
Mitigated Noise Levels (with 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
58.0 58.4
57.6 51.2 49.7 58.458.2
58.0 49.0 50.2 58.758.6
Vehicle Noise: 68.5 67.7 65.3 59.9 69.068.5
78.79 83.02
71.12 Road Grade: 0.0%
feet
Tuesday, June 14, 2022
168
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013
SITE SPECIFIC INPUT DATA
Project Name: Town Center at MV
Job Number: 14556
Analyst: B. LawsonLot No: ON7
Road Name: Alessandro Blvd.
Scenario: Second Floor With Wall
25,950
7.83%
67.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 2,032 vehicles
Centerline Dist. to Barrier:
87.0Centerline Dist. to Observer:
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 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: 6.0
Observer Height (Above Pad): 15.0 feet
feet
50 mphVehicle Speed:
Near/Far Lane Distance: 82 feet
REMEL Traffic Flow Distance
0.67 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%
-3.02
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
20.0Barrier 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
-16.57 -2.98 -1.20 0.000 0.000
-20.52 -2.92 -1.20 0.000 0.000
-0.90
-1.09
-1.64
Medium Trucks:
Heavy Trucks:
Autos:
Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.006
78.186
77.778
77.051
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
58.0 58.4
57.6 51.2 49.7 58.458.2
58.0 49.0 50.2 58.758.6
Vehicle Noise: 68.5 67.7 65.3 59.9 69.068.5
Mitigated Noise Levels (with 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
58.0 58.4
57.6 51.2 49.7 58.458.2
58.0 49.0 50.2 58.758.6
Vehicle Noise: 68.5 67.7 65.3 59.9 69.068.5
78.79 83.02
71.12 Road Grade: 0.0%
feet
Tuesday, June 14, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013
SITE SPECIFIC INPUT DATA
Project Name: Town Center at MV
Job Number: 14556
Analyst: B. LawsonLot No: ON8
Road Name: Bay Av.
Scenario: Second Floor With Wall
3,200
7.83%
39.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 251 vehicles
Centerline Dist. to Barrier:
59.0Centerline Dist. to Observer:
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 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): 15.0 feet
feet
30 mphVehicle Speed:
Near/Far Lane Distance: 24 feet
REMEL Traffic Flow Distance
-6.20
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%
-1.26
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
20.0Barrier 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
-23.44 -1.20 -1.20 0.000 0.000
-27.40 -1.09 -1.20 0.000 0.000
-3.06
-3.64
-5.28
Medium Trucks:
Heavy Trucks:
Autos:
Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.006
59.682
59.147
58.189
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
53.9 53.0 51.3 45.2 54.453.8
47.3 49.1
46.8 40.5 38.9 47.647.4
48.7 39.7 40.9 49.449.3
Vehicle Noise: 55.8 55.1 51.9 47.3 56.355.8
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:
Heavy Trucks:
Autos:
VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn
53.9 53.0 51.3 45.2 54.453.8
47.3 49.1
46.8 40.5 38.9 47.647.4
48.7 39.7 40.9 49.449.3
Vehicle Noise: 55.8 55.1 51.9 47.3 56.355.8
73.11 78.76
62.51 Road Grade: 0.0%
feet
Tuesday, June 14, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013
SITE SPECIFIC INPUT DATA
Project Name: Town Center at MV
Job Number: 14556
Analyst: B. LawsonLot No: ON9
Road Name: Street A
Scenario: Second Floor With Wall
2,050
7.83%
39.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 161 vehicles
Centerline Dist. to Barrier:
59.0Centerline Dist. to Observer:
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 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): 15.0 feet
feet
30 mphVehicle Speed:
Near/Far Lane Distance: 24 feet
REMEL Traffic Flow Distance
-8.13
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%
-1.26
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
20.0Barrier 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
-25.37 -1.20 -1.20 0.000 0.000
-29.33 -1.09 -1.20 0.000 0.000
-3.06
-3.64
-5.28
Medium Trucks:
Heavy Trucks:
Autos:
Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.006
59.682
59.147
58.189
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
51.9 51.1 49.3 43.3 52.551.9
45.3 47.1
44.9 38.5 37.0 45.745.5
46.8 37.7 39.0 47.547.3
Vehicle Noise: 53.8 53.2 49.9 45.3 54.353.9
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:
Heavy Trucks:
Autos:
VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn
51.9 51.1 49.3 43.3 52.551.9
45.3 47.1
44.9 38.5 37.0 45.745.5
46.8 37.7 39.0 47.547.3
Vehicle Noise: 53.8 53.2 49.9 45.3 54.353.9
73.11 78.76
62.51 Road Grade: 0.0%
feet
Tuesday, June 14, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013
SITE SPECIFIC INPUT DATA
Project Name: Town Center at MV
Job Number: 14556
Analyst: B. LawsonLot No: ON1
Road Name: Cottonwood Av.
Scenario: Third Floor With Wall
10,500
7.83%
44.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 822 vehicles
Centerline Dist. to Barrier:
64.0Centerline Dist. to Observer:
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 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: 6.0
Observer Height (Above Pad): 25.0 feet
feet
45 mphVehicle Speed:
Near/Far Lane Distance: 36 feet
REMEL Traffic Flow Distance
-2.80
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%
-1.94
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
20.0Barrier 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
-20.04 -1.86 -1.20 0.000 0.000
-24.00 -1.68 -1.20 0.000 0.000
-3.21
-3.75
-5.30
Medium Trucks:
Heavy Trucks:
Autos:
Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.006
66.310
65.478
63.724
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
63.4 62.6 60.8 54.7 64.063.4
54.5 55.3
54.1 47.7 46.2 54.954.6
54.9 45.9 47.1 55.655.5
Vehicle Noise: 64.5 63.7 61.1 55.9 65.064.5
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:
Heavy Trucks:
Autos:
VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn
63.4 62.6 60.8 54.7 64.063.4
54.5 55.3
54.1 47.7 46.2 54.954.6
54.9 45.9 47.1 55.655.5
Vehicle Noise: 64.5 63.7 61.1 55.9 65.064.5
77.62 82.14
69.34 Road Grade: 0.0%
feet
Tuesday, June 14, 2022
169
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013
SITE SPECIFIC INPUT DATA
Project Name: Town Center at MV
Job Number: 14556
Analyst: B. LawsonLot No: ON2
Road Name: Nason St.
Scenario: Third Floor With Wall
63,000
7.83%
55.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 4,933 vehicles
Centerline Dist. to Barrier:
75.0Centerline Dist. to Observer:
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 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: 6.0
Observer Height (Above Pad): 25.0 feet
feet
45 mphVehicle Speed:
Near/Far Lane Distance: 58 feet
REMEL Traffic Flow Distance
4.98 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%
-2.62
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
20.0Barrier 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
-12.26 -2.55 -1.20 0.000 0.000
-16.21 -2.41 -1.20 0.000 0.000
-3.77
-4.26
-5.60
Medium Trucks:
Heavy Trucks:
Autos:
Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.006
73.546
72.797
71.224
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
70.5 69.7 67.9 61.9 71.170.5
61.6 62.3
61.2 54.8 53.3 62.061.7
62.0 52.9 54.2 62.762.5
Vehicle Noise: 71.6 70.8 68.2 63.0 72.171.6
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:
Heavy Trucks:
Autos:
VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn
70.5 69.7 67.9 61.9 71.170.5
61.6 62.3
61.2 54.8 53.3 62.061.7
62.0 52.9 54.2 62.762.5
Vehicle Noise: 71.6 70.8 68.2 63.0 72.171.6
77.62 82.14
69.34 Road Grade: 0.0%
feet
Tuesday, June 14, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013
SITE SPECIFIC INPUT DATA
Project Name: Town Center at MV
Job Number: 14556
Analyst: B. LawsonLot No: ON3
Road Name: Nason St.
Scenario: Third Floor With Wall
63,000
7.83%
55.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 4,933 vehicles
Centerline Dist. to Barrier:
75.0Centerline Dist. to Observer:
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 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: 6.0
Observer Height (Above Pad): 25.0 feet
feet
45 mphVehicle Speed:
Near/Far Lane Distance: 58 feet
REMEL Traffic Flow Distance
4.98 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%
-2.62
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
20.0Barrier 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
-12.26 -2.55 -1.20 0.000 0.000
-16.21 -2.41 -1.20 0.000 0.000
-3.77
-4.26
-5.60
Medium Trucks:
Heavy Trucks:
Autos:
Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.006
73.546
72.797
71.224
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
70.5 69.7 67.9 61.9 71.170.5
61.6 62.3
61.2 54.8 53.3 62.061.7
62.0 52.9 54.2 62.762.5
Vehicle Noise: 71.6 70.8 68.2 63.0 72.171.6
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:
Heavy Trucks:
Autos:
VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn
70.5 69.7 67.9 61.9 71.170.5
61.6 62.3
61.2 54.8 53.3 62.061.7
62.0 52.9 54.2 62.762.5
Vehicle Noise: 71.6 70.8 68.2 63.0 72.171.6
77.62 82.14
69.34 Road Grade: 0.0%
feet
Tuesday, June 14, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013
SITE SPECIFIC INPUT DATA
Project Name: Town Center at MV
Job Number: 14556
Analyst: B. LawsonLot No: ON4
Road Name: Nason St.
Scenario: Third Floor With Wall
63,000
7.83%
55.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 4,933 vehicles
Centerline Dist. to Barrier:
75.0Centerline Dist. to Observer:
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 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): 25.0 feet
feet
45 mphVehicle Speed:
Near/Far Lane Distance: 58 feet
REMEL Traffic Flow Distance
4.98 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%
-2.62
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
20.0Barrier 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
-12.26 -2.55 -1.20 0.000 0.000
-16.21 -2.41 -1.20 0.000 0.000
-7.79
-8.51
-10.46
Medium Trucks:
Heavy Trucks:
Autos:
Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.006
73.546
72.797
71.224
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
70.5 69.7 67.9 61.9 71.170.5
61.6 62.3
61.2 54.8 53.3 62.061.7
62.0 52.9 54.2 62.762.5
Vehicle Noise: 71.6 70.8 68.2 63.0 72.171.6
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:
Heavy Trucks:
Autos:
VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn
70.5 69.7 67.9 61.9 71.170.5
61.6 62.3
61.2 54.8 53.3 62.061.7
62.0 52.9 54.2 62.762.5
Vehicle Noise: 71.6 70.8 68.2 63.0 72.171.6
77.62 82.14
69.34 Road Grade: 0.0%
feet
Tuesday, June 14, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013
SITE SPECIFIC INPUT DATA
Project Name: Town Center at MV
Job Number: 14556
Analyst: B. LawsonLot No: ON5
Road Name: Nason St.
Scenario: Third Floor With Wall
63,000
7.83%
55.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 4,933 vehicles
Centerline Dist. to Barrier:
75.0Centerline Dist. to Observer:
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 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): 25.0 feet
feet
45 mphVehicle Speed:
Near/Far Lane Distance: 58 feet
REMEL Traffic Flow Distance
4.98 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%
-2.62
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
20.0Barrier 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
-12.26 -2.55 -1.20 0.000 0.000
-16.21 -2.41 -1.20 0.000 0.000
-7.79
-8.51
-10.46
Medium Trucks:
Heavy Trucks:
Autos:
Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.006
73.546
72.797
71.224
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
70.5 69.7 67.9 61.9 71.170.5
61.6 62.3
61.2 54.8 53.3 62.061.7
62.0 52.9 54.2 62.762.5
Vehicle Noise: 71.6 70.8 68.2 63.0 72.171.6
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:
Heavy Trucks:
Autos:
VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn
70.5 69.7 67.9 61.9 71.170.5
61.6 62.3
61.2 54.8 53.3 62.061.7
62.0 52.9 54.2 62.762.5
Vehicle Noise: 71.6 70.8 68.2 63.0 72.171.6
77.62 82.14
69.34 Road Grade: 0.0%
feet
Tuesday, June 14, 2022
170
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013
SITE SPECIFIC INPUT DATA
Project Name: Town Center at MV
Job Number: 14556
Analyst: B. LawsonLot No: ON6
Road Name: Alessandro Blvd.
Scenario: Third Floor With Wall
25,950
7.83%
67.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 2,032 vehicles
Centerline Dist. to Barrier:
87.0Centerline Dist. to Observer:
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 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): 25.0 feet
feet
50 mphVehicle Speed:
Near/Far Lane Distance: 82 feet
REMEL Traffic Flow Distance
0.67 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%
-3.22
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
20.0Barrier 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
-16.57 -3.17 -1.20 0.000 0.000
-20.52 -3.05 -1.20 0.000 0.000
-8.31
-8.94
-10.61
Medium Trucks:
Heavy Trucks:
Autos:
Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.006
80.703
80.021
78.593
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 64.8 58.7 67.967.3
57.9 58.2
57.4 51.1 49.5 58.258.0
57.9 48.9 50.1 58.658.5
Vehicle Noise: 68.3 67.5 65.1 59.7 68.868.3
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:
Heavy Trucks:
Autos:
VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn
67.4 66.5 64.8 58.7 67.967.3
57.9 58.2
57.4 51.1 49.5 58.258.0
57.9 48.9 50.1 58.658.5
Vehicle Noise: 68.3 67.5 65.1 59.7 68.868.3
78.79 83.02
71.12 Road Grade: 0.0%
feet
Tuesday, June 14, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013
SITE SPECIFIC INPUT DATA
Project Name: Town Center at MV
Job Number: 14556
Analyst: B. LawsonLot No: ON7
Road Name: Alessandro Blvd.
Scenario: Third Floor With Wall
25,950
7.83%
67.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 2,032 vehicles
Centerline Dist. to Barrier:
87.0Centerline Dist. to Observer:
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 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: 6.0
Observer Height (Above Pad): 25.0 feet
feet
50 mphVehicle Speed:
Near/Far Lane Distance: 82 feet
REMEL Traffic Flow Distance
0.67 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%
-3.22
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
20.0Barrier 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
-16.57 -3.17 -1.20 0.000 0.000
-20.52 -3.05 -1.20 0.000 0.000
-4.24
-4.67
-5.84
Medium Trucks:
Heavy Trucks:
Autos:
Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.006
80.703
80.021
78.593
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 64.8 58.7 67.967.3
57.9 58.2
57.4 51.1 49.5 58.258.0
57.9 48.9 50.1 58.658.5
Vehicle Noise: 68.3 67.5 65.1 59.7 68.868.3
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:
Heavy Trucks:
Autos:
VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn
67.4 66.5 64.8 58.7 67.967.3
57.9 58.2
57.4 51.1 49.5 58.258.0
57.9 48.9 50.1 58.658.5
Vehicle Noise: 68.3 67.5 65.1 59.7 68.868.3
78.79 83.02
71.12 Road Grade: 0.0%
feet
Tuesday, June 14, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013
SITE SPECIFIC INPUT DATA
Project Name: Town Center at MV
Job Number: 14556
Analyst: B. LawsonLot No: ON8
Road Name: Bay Av.
Scenario: Third Floor With Wall
3,200
7.83%
39.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 251 vehicles
Centerline Dist. to Barrier:
59.0Centerline Dist. to Observer:
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 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): 25.0 feet
feet
30 mphVehicle Speed:
Near/Far Lane Distance: 24 feet
REMEL Traffic Flow Distance
-6.20
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%
-1.60
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
20.0Barrier 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
-23.44 -1.51 -1.20 0.000 0.000
-27.40 -1.31 -1.20 0.000 0.000
-6.79
-7.70
-10.21
Medium Trucks:
Heavy Trucks:
Autos:
Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.006
62.944
62.068
60.215
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
53.5 52.7 50.9 44.9 54.153.5
47.0 48.9
46.5 40.2 38.6 47.347.1
48.5 39.5 40.7 49.249.1
Vehicle Noise: 55.4 54.8 51.5 47.0 55.955.5
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:
Heavy Trucks:
Autos:
VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn
53.5 52.7 50.9 44.9 54.153.5
47.0 48.9
46.5 40.2 38.6 47.347.1
48.5 39.5 40.7 49.249.1
Vehicle Noise: 55.4 54.8 51.5 47.0 55.955.5
73.11 78.76
62.51 Road Grade: 0.0%
feet
Tuesday, June 14, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013
SITE SPECIFIC INPUT DATA
Project Name: Town Center at MV
Job Number: 14556
Analyst: B. LawsonLot No: ON9
Road Name: Street A
Scenario: Third Floor With Wall
2,050
7.83%
39.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 161 vehicles
Centerline Dist. to Barrier:
59.0Centerline Dist. to Observer:
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 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): 25.0 feet
feet
30 mphVehicle Speed:
Near/Far Lane Distance: 24 feet
REMEL Traffic Flow Distance
-8.13
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%
-1.60
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
20.0Barrier 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
-25.37 -1.51 -1.20 0.000 0.000
-29.33 -1.31 -1.20 0.000 0.000
-6.79
-7.70
-10.21
Medium Trucks:
Heavy Trucks:
Autos:
Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.006
62.944
62.068
60.215
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
51.6 50.7 49.0 42.9 52.151.5
45.0 46.9
44.6 38.2 36.7 45.445.1
46.6 37.5 38.8 47.347.1
Vehicle Noise: 53.5 52.8 49.6 45.0 54.053.6
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:
Heavy Trucks:
Autos:
VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn
51.6 50.7 49.0 42.9 52.151.5
45.0 46.9
44.6 38.2 36.7 45.445.1
46.6 37.5 38.8 47.347.1
Vehicle Noise: 53.5 52.8 49.6 45.0 54.053.6
73.11 78.76
62.51 Road Grade: 0.0%
feet
Tuesday, June 14, 2022
171
Town Center at Moreno Valley Specific Plan Noise and Vibration Impact Analysis 14556-15 TCMV Noise
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172
Town Center at Moreno Valley Specific Plan Noise and Vibration Impact Analysis 14556-15 TCMV Noise
APPENDIX 10.1:
CADNAA OPERATIONAL NOISE MODEL INPUTS
173
Town Center at Moreno Valley Specific Plan Noise and Vibration Impact Analysis 14556-15 TCMV Noise
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174
14556 - Town Center at Moreno Valley
CadnaA Noise Prediction Model: 14556-14.cna
Date: 09.02.25
Analyst: B. Lawson
Calculation Configuration
Configuration
Parameter Value
General
Max. Error (dB) 0.00
Max. Search Radius (ft) 6561.70
Min. Dist Src to Rcvr 0.00
Partition
Raster Factor 0.50
Max. Length of Section (ft) 3280.80
Min. Length of Section (ft) 3.30
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 328.08
Search Radius Rcvr 328.08
Max. Distance Source - Rcvr 3280.84 3280.84
Min. Distance Rvcr - Reflector 3.28 3.28
Min. Distance Source - Reflector 0.33
Industrial (ISO 9613 (1996))
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 (°F) 50
rel. Humidity (%) 70
Ground Absorption G 0.50
Wind Speed for Dir. (mph) 6.7
Roads (TNM)
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 R1 35.2 31.3 38.2 65.0 60.0 0.0 5.00 a 6275307.89 2281421.37 5.00 RECEIVERS R2 46.3 41.8 48.9 65.0 60.0 0.0 5.00 a 6276110.91 2279887.19 5.00 RECEIVERS R3 49.9 43.8 51.4 65.0 60.0 0.0 5.00 a 6276138.70 2278988.68 5.00 RECEIVERS R4 44.9 39.0 46.6 65.0 60.0 0.0 5.00 a 6275289.33 2278331.00 5.00 RECEIVERS R5 39.7 33.3 41.0 65.0 60.0 0.0 5.00 a 6274814.12 2278626.53 5.00 RECEIVERS R6 29.5 25.7 32.7 65.0 60.0 0.0 5.00 a 6274039.91 2279362.36 5.00 RECEIVERS R7 43.0 40.5 47.2 65.0 60.0 0.0 5.00 a 6274699.80 2280117.31 5.00 RECEIVERS R8 32.0 27.9 34.9 65.0 60.0 0.0 5.00 a 6274608.07 2281514.86 5.00 RECEIVERS R9 40.4 35.6 42.8 65.0 60.0 0.0 5.00 a 6276170.53 2280523.90 5.00 RECEIVERS @200 49.7 43.6 51.2 65.0 60.0 0.0 5.00 a 6276122.00 2278962.85 5.00 Point Source(s)
Name M. ID Result. PWL Lw / Li Operating Time Height Coordinates Day Evening Night Type Value norm. Day Special Night X Y Z (dBA) (dBA) (dBA) dB(A) (min) (min) (min) (ft) (ft) (ft) (ft) POINTSOURCE AC01 88.9 88.9 88.9 Lw 88.9 585.00 0.00 252.00 5.00 g 6275422.79 2278842.75 30.00 POINTSOURCE AC02 88.9 88.9 88.9 Lw 88.9 585.00 0.00 252.00 5.00 g 6275712.83 2278951.66 30.00 POINTSOURCE AC03 88.9 88.9 88.9 Lw 88.9 585.00 0.00 252.00 5.00 g 6275718.75 2278847.49 30.00 POINTSOURCE AC04 88.9 88.9 88.9 Lw 88.9 585.00 0.00 252.00 5.00 g 6275862.00 2278840.38 30.00 POINTSOURCE AC05 88.9 88.9 88.9 Lw 88.9 585.00 0.00 252.00 5.00 g 6275882.12 2279014.41 30.00 POINTSOURCE AC06 88.9 88.9 88.9 Lw 88.9 585.00 0.00 252.00 5.00 g 6275876.20 2279323.39 30.00 POINTSOURCE AC07 88.9 88.9 88.9 Lw 88.9 585.00 0.00 252.00 5.00 g 6275879.75 2279499.78 30.00 POINTSOURCE AC08 88.9 88.9 88.9 Lw 88.9 585.00 0.00 252.00 5.00 g 6275891.59 2279794.56 30.00 POINTSOURCE AC09 88.9 88.9 88.9 Lw 88.9 585.00 0.00 252.00 5.00 g 6275764.92 2279949.64 30.00 POINTSOURCE AC10 88.9 88.9 88.9 Lw 88.9 585.00 0.00 252.00 5.00 g 6275532.89 2279923.60 30.00 Urban Crossroads, Inc.
175
Name M. ID Result. PWL Lw / Li Operating Time Height Coordinates Day Evening Night Type Value norm. Day Special Night X Y Z (dBA) (dBA) (dBA) dB(A) (min) (min) (min) (ft) (ft) (ft) (ft) POINTSOURCE AC11 88.9 88.9 88.9 Lw 88.9 585.00 0.00 252.00 5.00 g 6275370.70 2279928.33 30.00 POINTSOURCE AC12 88.9 88.9 88.9 Lw 88.9 585.00 0.00 252.00 5.00 g 6275437.00 2279792.19 30.00 POINTSOURCE AC13 88.9 88.9 88.9 Lw 88.9 585.00 0.00 252.00 5.00 g 6275406.22 2279661.97 30.00 POINTSOURCE AC14 88.9 88.9 88.9 Lw 88.9 585.00 0.00 252.00 5.00 g 6275402.66 2279478.47 30.00 POINTSOURCE AC15 88.9 88.9 88.9 Lw 88.9 585.00 0.00 252.00 5.00 g 6275401.48 2279343.52 30.00 POINTSOURCE PARKING01 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275750.71 2279788.64 5.00 POINTSOURCE PARKING02 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275770.84 2279721.16 5.00 POINTSOURCE PARKING03 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275485.53 2279541.22 5.00 POINTSOURCE PARKING04 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275375.44 2279098.46 5.00 POINTSOURCE PARKING05 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275394.38 2278968.24 5.00 POINTSOURCE PARKING06 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275593.26 2278943.38 5.00 POINTSOURCE PARKING07 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275721.12 2279052.29 5.00 POINTSOURCE PARKING08 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275839.50 2279093.72 5.00 POINTSOURCE PARKING09 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275472.51 2279600.41 5.00 POINTSOURCE PARKING10 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275416.87 2279541.22 5.00 POINTSOURCE PARKING11 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275369.52 2279585.02 5.00 POINTSOURCE PARKING12 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275626.41 2279785.09 5.00 POINTSOURCE PARKING13 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275831.22 2279656.05 5.00 POINTSOURCE PARKING14 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275844.24 2279229.87 5.00 POINTSOURCE PARKING15 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275839.50 2279158.84 5.00 POINTSOURCE PARKING16 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275743.61 2279158.84 5.00 POINTSOURCE PARKING17 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275725.85 2279215.66 5.00 POINTSOURCE PARKING18 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275715.20 2279280.77 5.00 POINTSOURCE PARKING19 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275748.35 2279339.96 5.00 POINTSOURCE PARKING20 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275741.24 2279478.47 5.00 POINTSOURCE PARKING21 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275748.35 2279536.48 5.00 POINTSOURCE PARKING22 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275667.85 2279599.23 5.00 POINTSOURCE PARKING23 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275651.27 2279544.77 5.00 POINTSOURCE PARKING24 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275642.98 2279484.39 5.00 POINTSOURCE PARKING25 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275639.43 2279409.81 5.00 POINTSOURCE PARKING26 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275639.43 2279341.15 5.00 POINTSOURCE PARKING27 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275641.80 2279283.14 5.00 POINTSOURCE PARKING28 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275652.46 2279223.95 5.00 POINTSOURCE PARKING29 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275673.76 2279160.02 5.00 POINTSOURCE PARKING30 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275699.81 2279098.46 5.00 POINTSOURCE PARKING31 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275464.22 2279226.32 5.00 POINTSOURCE PARKING32 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275378.99 2279223.95 5.00 POINTSOURCE PARKING33 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275473.69 2279163.57 5.00 POINTSOURCE PARKING34 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275369.52 2279161.20 5.00 POINTSOURCE PARKING35 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275378.99 2279038.08 5.00 POINTSOURCE PARKING36 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275452.39 2279066.50 5.00 POINTSOURCE PARKING37 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275511.58 2279099.64 5.00 POINTSOURCE PARKING38 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275517.50 2279027.43 5.00 POINTSOURCE PARKING39 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275441.73 2278997.83 5.00 POINTSOURCE PARKING40 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275534.07 2278875.90 5.00 POINTSOURCE PARKING41 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275544.73 2278941.01 5.00 POINTSOURCE PARKING42 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275659.56 2279019.14 5.00 POINTSOURCE PARKING43 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275624.04 2279083.07 5.00 POINTSOURCE PARKING44 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275602.73 2279162.39 5.00 POINTSOURCE PARKING45 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275589.71 2279225.13 5.00 POINTSOURCE PARKING46 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275574.32 2279281.96 5.00 POINTSOURCE PARKING47 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275564.85 2279339.96 5.00 POINTSOURCE PARKING48 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275560.12 2279413.36 5.00 POINTSOURCE PARKING49 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275566.03 2279483.21 5.00 POINTSOURCE PARKING50 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275576.69 2279543.59 5.00 POINTSOURCE PARKING51 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275586.16 2279602.78 5.00 POINTSOURCE PARKING52 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275598.00 2279660.79 5.00 POINTSOURCE PARKING53 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275700.99 2279661.97 5.00 POINTSOURCE PARKING54 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275832.40 2279594.49 5.00 POINTSOURCE PARKING55 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275910.53 2279659.60 5.00 POINTSOURCE PARKING56 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275830.03 2279722.35 5.00 POINTSOURCE PARKING57 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275699.81 2279722.35 5.00 POINTSOURCE PARKING58 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275601.55 2279723.53 5.00 POINTSOURCE PARKING59 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275693.89 2279791.01 5.00 POINTSOURCE PARKING60 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275717.57 2279846.65 5.00 POINTSOURCE PARKING61 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275663.11 2279844.28 5.00 POINTSOURCE PARKING62 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275656.01 2279908.21 5.00 POINTSOURCE PARKING63 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275704.54 2279910.58 5.00 POINTSOURCE PARKING64 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275674.95 2279963.85 5.00 POINTSOURCE PARKING65 87.8 87.8 87.8 Lw 87.8 900.00 0.00 270.00 5.00 a 6275622.86 2279963.85 5.00 POINTSOURCE SEAT01 91.5 91.5 91.5 Lw 91.5 900.00 0.00 0.00 4.00 a 6275370.70 2278849.85 4.00 POINTSOURCE SEAT02 91.5 91.5 91.5 Lw 91.5 900.00 0.00 0.00 4.00 a 6275382.54 2278822.62 4.00 POINTSOURCE SEAT03 91.5 91.5 91.5 Lw 91.5 900.00 0.00 0.00 4.00 a 6275460.67 2278811.97 4.00 POINTSOURCE SEAT04 91.5 91.5 91.5 Lw 91.5 900.00 0.00 0.00 4.00 a 6275479.61 2278827.36 4.00 POINTSOURCE SEAT05 91.5 91.5 91.5 Lw 91.5 900.00 0.00 0.00 4.00 a 6275669.03 2278909.05 4.00 POINTSOURCE SEAT06 91.5 91.5 91.5 Lw 91.5 900.00 0.00 0.00 4.00 a 6275754.27 2279015.59 4.00 POINTSOURCE SEAT07 91.5 91.5 91.5 Lw 91.5 900.00 0.00 0.00 4.00 a 6275761.37 2278877.08 4.00 Urban Crossroads, Inc.
176
Name M. ID Result. PWL Lw / Li Operating Time Height Coordinates Day Evening Night Type Value norm. Day Special Night X Y Z (dBA) (dBA) (dBA) dB(A) (min) (min) (min) (ft) (ft) (ft) (ft) POINTSOURCE SEAT08 91.5 91.5 91.5 Lw 91.5 900.00 0.00 0.00 4.00 a 6275760.18 2278913.78 4.00 POINTSOURCE SEAT09 91.5 91.5 91.5 Lw 91.5 900.00 0.00 0.00 4.00 a 6275820.56 2278920.88 4.00 POINTSOURCE SEAT10 91.5 91.5 91.5 Lw 91.5 900.00 0.00 0.00 4.00 a 6275843.05 2278900.76 4.00 POINTSOURCE SEAT11 91.5 91.5 91.5 Lw 91.5 900.00 0.00 0.00 4.00 a 6275817.01 2278997.83 4.00 POINTSOURCE SEAT12 91.5 91.5 91.5 Lw 91.5 900.00 0.00 0.00 4.00 a 6275814.64 2279032.16 4.00 POINTSOURCE SEAT13 91.5 91.5 91.5 Lw 91.5 900.00 0.00 0.00 4.00 a 6275850.16 2279049.92 4.00 POINTSOURCE SEAT14 91.5 91.5 91.5 Lw 91.5 900.00 0.00 0.00 4.00 a 6275885.67 2279052.29 4.00 POINTSOURCE SEAT15 91.5 91.5 91.5 Lw 91.5 900.00 0.00 0.00 4.00 a 6275840.69 2279849.02 4.00 POINTSOURCE SEAT16 91.5 91.5 91.5 Lw 91.5 900.00 0.00 0.00 4.00 a 6275534.07 2279822.97 4.00 POINTSOURCE SEAT17 91.5 91.5 91.5 Lw 91.5 900.00 0.00 0.00 4.00 a 6275484.35 2279832.44 4.00 POINTSOURCE SEAT18 91.5 91.5 91.5 Lw 91.5 900.00 0.00 0.00 4.00 a 6275434.63 2279841.91 4.00 POINTSOURCE SEAT19 91.5 91.5 91.5 Lw 91.5 900.00 0.00 0.00 4.00 a 6275497.37 2279705.77 4.00 POINTSOURCE SEAT20 91.5 91.5 91.5 Lw 91.5 900.00 0.00 0.00 4.00 a 6275800.44 2279469.00 4.00 POINTSOURCE SEAT21 91.5 91.5 91.5 Lw 91.5 900.00 0.00 0.00 4.00 a 6275802.80 2279529.38 4.00 POINTSOURCE SEAT22 91.5 91.5 91.5 Lw 91.5 900.00 0.00 0.00 4.00 a 6275380.17 2279297.35 4.00 POINTSOURCE SEAT23 91.5 91.5 91.5 Lw 91.5 900.00 0.00 0.00 4.00 a 6275420.42 2279297.35 4.00 POINTSOURCE SEAT24 91.5 91.5 91.5 Lw 91.5 900.00 0.00 0.00 4.00 a 6275466.59 2279296.16 4.00 POINTSOURCE TRASH01 89.0 89.0 89.0 Lw 89 150.00 0.00 90.00 5.00 a 6275367.75 2279602.04 5.00 POINTSOURCE TRASH02 89.0 89.0 89.0 Lw 89 150.00 0.00 90.00 5.00 a 6275923.34 2279674.37 5.00 POINTSOURCE TRASH03 89.0 89.0 89.0 Lw 89 150.00 0.00 90.00 5.00 a 6275903.89 2279579.55 5.00 POINTSOURCE TRASH04 89.0 89.0 89.0 Lw 89 150.00 0.00 90.00 5.00 a 6275365.93 2279283.52 5.00 POINTSOURCE TRASH05 89.0 89.0 89.0 Lw 89 150.00 0.00 90.00 5.00 a 6275362.89 2278962.57 5.00 POINTSOURCE TRASH06 89.0 89.0 89.0 Lw 89 150.00 0.00 90.00 5.00 a 6275680.19 2279061.65 5.00 POINTSOURCE SPORTS01 81.1 81.1 81.1 Lw 81.1 900.00 0.00 0.00 5.00 a 6275326.68 2279849.21 5.00 POINTSOURCE SPORTS02 81.1 81.1 81.1 Lw 81.1 900.00 0.00 0.00 5.00 a 6275320.36 2279414.32 5.00 POINTSOURCE SPORTS03 81.1 81.1 81.1 Lw 81.1 900.00 0.00 0.00 5.00 a 6275317.27 2279013.31 5.00 POINTSOURCE SPORTS04 81.1 81.1 81.1 Lw 81.1 900.00 0.00 0.00 5.00 a 6275903.36 2280271.85 5.00 POINTSOURCE SPORTS05 81.1 81.1 81.1 Lw 81.1 900.00 0.00 0.00 5.00 a 6275906.44 2280117.62 5.00 POINTSOURCE SPORTS06 81.1 81.1 81.1 Lw 81.1 900.00 0.00 0.00 5.00 a 6275718.28 2280274.94 5.00 POINTSOURCE SPORTS07 81.1 81.1 81.1 Lw 81.1 900.00 0.00 0.00 5.00 a 6275527.03 2280271.85 5.00 POINTSOURCE SPORTS08 81.1 81.1 81.1 Lw 81.1 900.00 0.00 0.00 5.00 a 6275345.04 2280271.85 5.00 POINTSOURCE SPORTS09 81.1 81.1 81.1 Lw 81.1 900.00 0.00 0.00 5.00 a 6275372.80 2280133.04 5.00 POINTSOURCE SPORTS10 81.1 81.1 81.1 Lw 81.1 900.00 0.00 0.00 5.00 a 6275542.45 2280136.13 5.00 POINTSOURCE SPORTS11 81.1 81.1 81.1 Lw 81.1 900.00 0.00 0.00 5.00 a 6275724.45 2280139.21 5.00 POINTSOURCE HVAC001 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274744.57 2279968.89 3.00 POINTSOURCE HVAC002 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274746.74 2279975.18 3.00 POINTSOURCE HVAC003 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274793.40 2279973.01 3.00 POINTSOURCE HVAC004 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274799.48 2279975.61 3.00 POINTSOURCE HVAC005 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274837.24 2279975.61 3.00 POINTSOURCE HVAC006 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274889.75 2279973.88 3.00 POINTSOURCE HVAC007 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274945.09 2279973.66 3.00 POINTSOURCE HVAC008 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274954.64 2279998.40 3.00 POINTSOURCE HVAC009 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274983.29 2279998.40 3.00 POINTSOURCE HVAC010 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274993.70 2279998.62 3.00 POINTSOURCE HVAC011 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275041.45 2280000.14 3.00 POINTSOURCE HVAC012 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275051.21 2280000.57 3.00 POINTSOURCE HVAC013 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275080.29 2280001.22 3.00 POINTSOURCE HVAC014 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275090.49 2279974.96 3.00 POINTSOURCE HVAC015 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275143.44 2279967.58 3.00 POINTSOURCE HVAC016 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275182.51 2279953.48 3.00 POINTSOURCE HVAC017 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275188.15 2279901.61 3.00 POINTSOURCE HVAC018 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275215.27 2279891.85 3.00 POINTSOURCE HVAC019 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275216.79 2279862.11 3.00 POINTSOURCE HVAC020 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275214.62 2279842.80 3.00 POINTSOURCE HVAC021 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275214.41 2279812.64 3.00 POINTSOURCE HVAC022 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275214.62 2279803.09 3.00 POINTSOURCE HVAC023 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275216.58 2279756.86 3.00 POINTSOURCE HVAC024 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275129.99 2279835.42 3.00 POINTSOURCE HVAC025 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275074.43 2279835.21 3.00 POINTSOURCE HVAC026 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275068.57 2279837.59 3.00 POINTSOURCE HVAC027 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275031.46 2279837.38 3.00 POINTSOURCE HVAC028 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275024.74 2279834.55 3.00 POINTSOURCE HVAC029 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274978.08 2279836.51 3.00 POINTSOURCE HVAC030 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274975.91 2279831.08 3.00 POINTSOURCE HVAC031 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274914.28 2279830.00 3.00 POINTSOURCE HVAC032 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274911.89 2279823.27 3.00 POINTSOURCE HVAC033 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274913.84 2279867.11 3.00 POINTSOURCE HVAC034 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274898.87 2279905.30 3.00 POINTSOURCE HVAC035 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274953.56 2279906.82 3.00 POINTSOURCE HVAC036 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274965.27 2279906.82 3.00 POINTSOURCE HVAC037 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275012.15 2279905.73 3.00 POINTSOURCE HVAC038 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275018.88 2279904.65 3.00 POINTSOURCE HVAC039 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275055.99 2279903.78 3.00 POINTSOURCE HVAC040 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275062.06 2279906.82 3.00 POINTSOURCE HVAC041 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275113.49 2279912.25 3.00 POINTSOURCE HVAC042 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274744.57 2279911.59 3.00 POINTSOURCE HVAC043 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274746.52 2279905.52 3.00 Urban Crossroads, Inc.
177
Name M. ID Result. PWL Lw / Li Operating Time Height Coordinates Day Evening Night Type Value norm. Day Special Night X Y Z (dBA) (dBA) (dBA) dB(A) (min) (min) (min) (ft) (ft) (ft) (ft) POINTSOURCE HVAC044 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274793.18 2279907.47 3.00 POINTSOURCE HVAC045 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274800.34 2279905.08 3.00 POINTSOURCE HVAC046 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274836.80 2279905.95 3.00 POINTSOURCE HVAC047 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274747.39 2279838.89 3.00 POINTSOURCE HVAC048 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274745.01 2279832.82 3.00 POINTSOURCE HVAC049 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274794.48 2279835.64 3.00 POINTSOURCE HVAC050 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274800.13 2279839.55 3.00 POINTSOURCE HVAC051 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274837.67 2279838.89 3.00 POINTSOURCE HVAC052 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274745.57 2279774.62 3.00 POINTSOURCE HVAC053 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274747.34 2279768.82 3.00 POINTSOURCE HVAC054 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274794.48 2279771.60 3.00 POINTSOURCE HVAC055 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274800.53 2279769.07 3.00 POINTSOURCE HVAC056 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274838.10 2279768.82 3.00 POINTSOURCE HVAC057 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274911.72 2279776.13 3.00 POINTSOURCE HVAC058 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274914.75 2279769.83 3.00 POINTSOURCE HVAC059 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274976.77 2279771.60 3.00 POINTSOURCE HVAC060 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274978.28 2279766.05 3.00 POINTSOURCE HVAC061 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274914.24 2279732.52 3.00 POINTSOURCE HVAC062 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274911.97 2279726.47 3.00 POINTSOURCE HVAC063 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275025.68 2279768.32 3.00 POINTSOURCE HVAC064 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275031.73 2279765.29 3.00 POINTSOURCE HVAC065 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275068.80 2279766.30 3.00 POINTSOURCE HVAC066 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275074.85 2279768.07 3.00 POINTSOURCE HVAC067 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275129.81 2279698.73 3.00 POINTSOURCE HVAC068 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275129.81 2279767.56 3.00 POINTSOURCE HVAC069 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275074.85 2279696.71 3.00 POINTSOURCE HVAC070 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275068.80 2279699.24 3.00 POINTSOURCE HVAC071 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275031.73 2279698.73 3.00 POINTSOURCE HVAC072 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275025.43 2279696.71 3.00 POINTSOURCE HVAC073 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274978.54 2279698.48 3.00 POINTSOURCE HVAC074 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274976.52 2279693.19 3.00 POINTSOURCE HVAC075 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274912.23 2279678.56 3.00 POINTSOURCE HVAC076 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274914.50 2279672.76 3.00 POINTSOURCE HVAC077 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274914.75 2279635.70 3.00 POINTSOURCE HVAC078 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274911.97 2279628.64 3.00 POINTSOURCE HVAC079 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274837.60 2279633.18 3.00 POINTSOURCE HVAC080 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274801.29 2279632.67 3.00 POINTSOURCE HVAC081 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274794.99 2279635.20 3.00 POINTSOURCE HVAC082 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274746.08 2279638.47 3.00 POINTSOURCE HVAC083 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274745.82 2279695.96 3.00 POINTSOURCE HVAC084 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274747.34 2279702.01 3.00 POINTSOURCE HVAC085 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274794.23 2279700.24 3.00 POINTSOURCE HVAC086 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274800.53 2279702.51 3.00 POINTSOURCE HVAC087 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274837.85 2279702.01 3.00 POINTSOURCE HVAC088 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274838.86 2279566.62 3.00 POINTSOURCE HVAC089 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274801.29 2279565.86 3.00 POINTSOURCE HVAC090 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274795.24 2279563.59 3.00 POINTSOURCE HVAC091 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274748.85 2279565.36 3.00 POINTSOURCE HVAC092 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274746.08 2279559.81 3.00 POINTSOURCE HVAC093 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274745.57 2279502.07 3.00 POINTSOURCE HVAC094 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274747.84 2279496.28 3.00 POINTSOURCE HVAC095 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274795.49 2279498.04 3.00 POINTSOURCE HVAC096 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274906.93 2279577.96 3.00 POINTSOURCE HVAC097 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274976.77 2279633.18 3.00 POINTSOURCE HVAC098 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274979.04 2279626.88 3.00 POINTSOURCE HVAC099 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275025.93 2279629.40 3.00 POINTSOURCE HVAC100 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275031.99 2279627.38 3.00 POINTSOURCE HVAC101 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275069.55 2279627.38 3.00 POINTSOURCE HVAC102 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275075.86 2279629.40 3.00 POINTSOURCE HVAC103 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275131.07 2279629.40 3.00 POINTSOURCE HVAC104 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274961.89 2279552.75 3.00 POINTSOURCE HVAC105 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275014.08 2279558.05 3.00 POINTSOURCE HVAC106 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275020.39 2279561.07 3.00 POINTSOURCE HVAC107 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275057.20 2279560.82 3.00 POINTSOURCE HVAC108 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275063.50 2279558.55 3.00 POINTSOURCE HVAC109 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275115.19 2279553.00 3.00 POINTSOURCE HVAC110 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275216.29 2279745.63 3.00 POINTSOURCE HVAC111 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275216.54 2279716.38 3.00 POINTSOURCE HVAC112 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275216.79 2279706.04 3.00 POINTSOURCE HVAC113 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275215.03 2279659.15 3.00 POINTSOURCE HVAC114 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275215.28 2279648.31 3.00 POINTSOURCE HVAC115 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275214.78 2279618.56 3.00 POINTSOURCE HVAC116 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275189.56 2279609.48 3.00 POINTSOURCE HVAC117 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275190.57 2279554.01 3.00 POINTSOURCE HVAC118 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274746.83 2279423.16 3.00 POINTSOURCE HVAC119 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274749.10 2279429.21 3.00 POINTSOURCE HVAC120 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274795.74 2279427.19 3.00 Urban Crossroads, Inc.
178
Name M. ID Result. PWL Lw / Li Operating Time Height Coordinates Day Evening Night Type Value norm. Day Special Night X Y Z (dBA) (dBA) (dBA) dB(A) (min) (min) (min) (ft) (ft) (ft) (ft) POINTSOURCE HVAC121 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274801.29 2279428.96 3.00 POINTSOURCE HVAC122 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274839.36 2279429.21 3.00 POINTSOURCE HVAC123 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274953.07 2279491.48 3.00 POINTSOURCE HVAC124 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274959.37 2279488.71 3.00 POINTSOURCE HVAC125 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274996.18 2279488.96 3.00 POINTSOURCE HVAC126 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275008.03 2279489.22 3.00 POINTSOURCE HVAC127 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275045.60 2279489.22 3.00 POINTSOURCE HVAC128 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275052.16 2279491.74 3.00 POINTSOURCE HVAC129 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275103.34 2279497.54 3.00 POINTSOURCE HVAC130 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275184.77 2279493.75 3.00 POINTSOURCE HVAC131 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275190.32 2279441.82 3.00 POINTSOURCE HVAC132 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275215.79 2279432.24 3.00 POINTSOURCE HVAC133 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275216.29 2279401.98 3.00 POINTSOURCE HVAC134 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275216.04 2279391.14 3.00 POINTSOURCE HVAC135 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275218.05 2279345.00 3.00 POINTSOURCE HVAC136 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275217.80 2279334.66 3.00 POINTSOURCE HVAC137 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275217.80 2279305.42 3.00 POINTSOURCE HVAC138 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275217.30 2279294.83 3.00 POINTSOURCE HVAC139 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275076.36 2279420.13 3.00 POINTSOURCE HVAC140 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275070.06 2279421.90 3.00 POINTSOURCE HVAC141 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275031.99 2279422.15 3.00 POINTSOURCE HVAC142 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275025.68 2279420.13 3.00 POINTSOURCE HVAC143 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274978.79 2279421.39 3.00 POINTSOURCE HVAC144 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274977.27 2279415.09 3.00 POINTSOURCE HVAC145 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274915.00 2279452.66 3.00 POINTSOURCE HVAC146 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274915.25 2279414.59 3.00 POINTSOURCE HVAC147 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274912.98 2279409.29 3.00 POINTSOURCE HVAC148 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274913.49 2279361.64 3.00 POINTSOURCE HVAC149 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274915.76 2279355.08 3.00 POINTSOURCE HVAC150 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274745.82 2279365.67 3.00 POINTSOURCE HVAC151 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274747.34 2279360.13 3.00 POINTSOURCE HVAC152 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274796.25 2279361.64 3.00 POINTSOURCE HVAC153 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274800.79 2279359.62 3.00 POINTSOURCE HVAC154 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274838.86 2279359.88 3.00 POINTSOURCE HVAC155 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274837.85 2279293.31 3.00 POINTSOURCE HVAC156 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274801.04 2279292.81 3.00 POINTSOURCE HVAC157 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274796.00 2279290.29 3.00 POINTSOURCE HVAC158 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274746.58 2279286.76 3.00 POINTSOURCE HVAC159 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274747.08 2279293.31 3.00 POINTSOURCE HVAC160 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274746.58 2279228.52 3.00 POINTSOURCE HVAC161 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274747.84 2279222.97 3.00 POINTSOURCE HVAC162 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274796.00 2279225.24 3.00 POINTSOURCE HVAC163 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274802.80 2279223.48 3.00 POINTSOURCE HVAC164 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274839.61 2279223.98 3.00 POINTSOURCE HVAC165 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274915.00 2279317.27 3.00 POINTSOURCE HVAC166 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274912.73 2279311.22 3.00 POINTSOURCE HVAC167 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274912.98 2279263.56 3.00 POINTSOURCE HVAC168 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274916.26 2279257.76 3.00 POINTSOURCE HVAC169 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274977.78 2279356.35 3.00 POINTSOURCE HVAC170 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274978.03 2279350.80 3.00 POINTSOURCE HVAC171 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275027.20 2279352.06 3.00 POINTSOURCE HVAC172 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275032.74 2279349.54 3.00 POINTSOURCE HVAC173 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275069.80 2279349.54 3.00 POINTSOURCE HVAC174 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275076.36 2279352.31 3.00 POINTSOURCE HVAC175 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275130.82 2279352.56 3.00 POINTSOURCE HVAC176 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275130.31 2279420.64 3.00 POINTSOURCE HVAC177 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275131.58 2279281.46 3.00 POINTSOURCE HVAC178 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275076.36 2279281.46 3.00 POINTSOURCE HVAC179 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275070.56 2279283.99 3.00 POINTSOURCE HVAC180 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275032.49 2279283.73 3.00 POINTSOURCE HVAC181 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275026.69 2279280.71 3.00 POINTSOURCE HVAC182 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274979.29 2279283.23 3.00 POINTSOURCE HVAC183 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274978.03 2279277.93 3.00 POINTSOURCE HVAC184 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274746.83 2279150.61 3.00 POINTSOURCE HVAC185 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274749.61 2279155.65 3.00 POINTSOURCE HVAC186 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274796.50 2279153.38 3.00 POINTSOURCE HVAC187 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274802.55 2279155.91 3.00 POINTSOURCE HVAC188 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274839.36 2279155.40 3.00 POINTSOURCE HVAC189 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274916.51 2279220.70 3.00 POINTSOURCE HVAC190 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274913.99 2279214.65 3.00 POINTSOURCE HVAC191 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274908.44 2279163.22 3.00 POINTSOURCE HVAC192 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274978.03 2279217.68 3.00 POINTSOURCE HVAC193 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274979.54 2279211.63 3.00 POINTSOURCE HVAC194 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275026.69 2279213.89 3.00 POINTSOURCE HVAC195 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275033.75 2279211.88 3.00 POINTSOURCE HVAC196 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275070.06 2279211.37 3.00 POINTSOURCE HVAC197 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275076.61 2279214.15 3.00 Urban Crossroads, Inc.
179
Name M. ID Result. PWL Lw / Li Operating Time Height Coordinates Day Evening Night Type Value norm. Day Special Night X Y Z (dBA) (dBA) (dBA) dB(A) (min) (min) (min) (ft) (ft) (ft) (ft) POINTSOURCE HVAC198 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275131.58 2279214.15 3.00 POINTSOURCE HVAC199 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274951.81 2279144.06 3.00 POINTSOURCE HVAC200 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274989.88 2279145.32 3.00 POINTSOURCE HVAC201 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274996.44 2279141.79 3.00 POINTSOURCE HVAC202 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275043.58 2279142.04 3.00 POINTSOURCE HVAC203 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275049.63 2279144.81 3.00 POINTSOURCE HVAC204 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275086.95 2279144.31 3.00 POINTSOURCE HVAC205 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275093.25 2279142.29 3.00 POINTSOURCE HVAC206 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275144.94 2279136.74 3.00 POINTSOURCE HVAC207 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275216.54 2279248.18 3.00 POINTSOURCE HVAC208 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275222.34 2279239.11 3.00 POINTSOURCE HVAC209 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275232.68 2279210.62 3.00 POINTSOURCE HVAC210 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275211.75 2279192.21 3.00 POINTSOURCE HVAC211 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275223.35 2279141.53 3.00 POINTSOURCE HVAC212 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275233.69 2279111.28 3.00 POINTSOURCE HVAC213 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275256.88 2279064.64 3.00 POINTSOURCE HVAC214 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275284.87 2279063.88 3.00 POINTSOURCE HVAC215 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275294.70 2279035.64 3.00 POINTSOURCE HVAC216 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275305.04 2278998.58 3.00 POINTSOURCE HVAC217 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275304.28 2278968.07 3.00 POINTSOURCE HVAC218 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275215.79 2279012.95 3.00 POINTSOURCE HVAC219 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275160.82 2279011.94 3.00 POINTSOURCE HVAC220 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275169.90 2279050.27 3.00 POINTSOURCE HVAC221 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275170.65 2279087.83 3.00 POINTSOURCE HVAC222 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274897.86 2279014.46 3.00 POINTSOURCE HVAC223 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274860.29 2279014.72 3.00 POINTSOURCE HVAC224 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274821.97 2278999.08 3.00 POINTSOURCE HVAC225 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274821.21 2279045.48 3.00 POINTSOURCE HVAC226 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274840.12 2279086.57 3.00 POINTSOURCE HVAC227 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274802.05 2279086.32 3.00 POINTSOURCE HVAC228 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274796.25 2279088.34 3.00 POINTSOURCE HVAC229 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274747.08 2279092.12 3.00 POINTSOURCE HVAC230 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274749.61 2279086.32 3.00 POINTSOURCE HVAC231 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274754.40 2279049.26 3.00 POINTSOURCE HVAC232 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274753.89 2279000.60 3.00 POINTSOURCE HVAC233 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274752.13 2278994.80 3.00 POINTSOURCE HVAC234 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274751.87 2278957.48 3.00 POINTSOURCE HVAC235 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274754.40 2278952.69 3.00 POINTSOURCE HVAC236 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274754.90 2278904.54 3.00 POINTSOURCE HVAC237 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274752.63 2278897.48 3.00 POINTSOURCE HVAC238 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274752.63 2278860.16 3.00 POINTSOURCE HVAC239 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274755.40 2278855.37 3.00 POINTSOURCE HVAC240 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274816.42 2278952.69 3.00 POINTSOURCE HVAC241 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274822.97 2278901.01 3.00 POINTSOURCE HVAC242 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274761.20 2278801.92 3.00 POINTSOURCE HVAC243 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274824.23 2278895.46 3.00 POINTSOURCE HVAC244 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274824.99 2278857.89 3.00 POINTSOURCE HVAC245 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274822.72 2278852.85 3.00 POINTSOURCE HVAC246 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274893.06 2278958.24 3.00 POINTSOURCE HVAC247 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274893.57 2278902.77 3.00 POINTSOURCE HVAC248 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274891.05 2278897.98 3.00 POINTSOURCE HVAC249 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274890.80 2278860.42 3.00 POINTSOURCE HVAC250 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274894.07 2278854.87 3.00 POINTSOURCE HVAC251 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274959.63 2278958.74 3.00 POINTSOURCE HVAC252 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274959.12 2278903.28 3.00 POINTSOURCE HVAC253 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274960.89 2278897.48 3.00 POINTSOURCE HVAC254 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274960.38 2278860.16 3.00 POINTSOURCE HVAC255 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274958.11 2278854.11 3.00 POINTSOURCE HVAC256 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274959.37 2278798.14 3.00 POINTSOURCE HVAC257 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274900.38 2278803.18 3.00 POINTSOURCE HVAC258 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274822.97 2278797.89 3.00 POINTSOURCE HVAC259 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275125.52 2278961.52 3.00 POINTSOURCE HVAC260 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275126.28 2278905.80 3.00 POINTSOURCE HVAC261 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275124.26 2278899.24 3.00 POINTSOURCE HVAC262 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275124.01 2278862.18 3.00 POINTSOURCE HVAC263 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275126.53 2278856.13 3.00 POINTSOURCE HVAC264 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275132.08 2278803.94 3.00 POINTSOURCE HVAC265 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275212.76 2278959.75 3.00 POINTSOURCE HVAC266 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275213.01 2278904.28 3.00 POINTSOURCE HVAC267 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275210.74 2278898.23 3.00 POINTSOURCE HVAC268 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275210.99 2278860.16 3.00 POINTSOURCE HVAC269 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275212.51 2278855.12 3.00 POINTSOURCE HVAC270 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275213.01 2278799.40 3.00 POINTSOURCE HVAC271 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275272.77 2278809.74 3.00 POINTSOURCE HVAC272 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275278.31 2278862.94 3.00 POINTSOURCE HVAC273 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275304.28 2278872.27 3.00 POINTSOURCE HVAC274 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275303.27 2278902.27 3.00 Urban Crossroads, Inc.
180
Name M. ID Result. PWL Lw / Li Operating Time Height Coordinates Day Evening Night Type Value norm. Day Special Night X Y Z (dBA) (dBA) (dBA) dB(A) (min) (min) (min) (ft) (ft) (ft) (ft) POINTSOURCE HVAC275 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275303.78 2278912.35 3.00 POINTSOURCE HVAC276 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275304.79 2278959.25 3.00 POINTSOURCE HVAC277 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274767.41 2280379.56 3.00 POINTSOURCE HVAC278 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274822.12 2280783.72 3.00 POINTSOURCE HVAC279 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274765.84 2280983.86 3.00 POINTSOURCE HVAC280 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274821.26 2280975.38 3.00 POINTSOURCE HVAC281 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274821.37 2280920.12 3.00 POINTSOURCE HVAC282 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274822.12 2280580.00 3.00 POINTSOURCE HVAC283 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274768.67 2280374.01 3.00 POINTSOURCE HVAC284 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274817.08 2280512.68 3.00 POINTSOURCE HVAC285 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274861.99 2280701.02 3.00 POINTSOURCE HVAC286 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274860.20 2280306.44 3.00 POINTSOURCE HVAC287 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274817.08 2280239.38 3.00 POINTSOURCE HVAC288 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274816.33 2280649.08 3.00 POINTSOURCE HVAC289 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274764.65 2280295.55 3.00 POINTSOURCE HVAC290 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274769.93 2280580.25 3.00 POINTSOURCE HVAC291 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274768.17 2280853.05 3.00 POINTSOURCE HVAC292 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274821.18 2281056.13 3.00 POINTSOURCE HVAC293 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274768.17 2280511.17 3.00 POINTSOURCE HVAC294 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274767.92 2280243.16 3.00 POINTSOURCE HVAC295 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274824.42 2280700.26 3.00 POINTSOURCE HVAC296 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274822.88 2280237.36 3.00 POINTSOURCE HVAC297 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274816.21 2280833.30 3.00 POINTSOURCE HVAC298 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274816.21 2281110.06 3.00 POINTSOURCE HVAC299 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274766.91 2280789.52 3.00 POINTSOURCE HVAC300 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274822.29 2281112.66 3.00 POINTSOURCE HVAC301 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274821.87 2280443.85 3.00 POINTSOURCE HVAC302 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274768.23 2280989.94 3.00 POINTSOURCE HVAC303 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274857.64 2281056.99 3.00 POINTSOURCE HVAC304 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274859.69 2280510.92 3.00 POINTSOURCE HVAC305 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274768.67 2280647.32 3.00 POINTSOURCE HVAC306 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274769.68 2280716.40 3.00 POINTSOURCE HVAC307 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274816.83 2280441.33 3.00 POINTSOURCE HVAC308 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274766.40 2280653.12 3.00 POINTSOURCE HVAC309 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274766.91 2280710.85 3.00 POINTSOURCE HVAC310 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274814.02 2281058.51 3.00 POINTSOURCE HVAC311 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274819.64 2280287.68 3.00 POINTSOURCE HVAC312 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274822.52 2280835.57 3.00 POINTSOURCE HVAC313 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274858.93 2280919.86 3.00 POINTSOURCE HVAC314 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274860.95 2280237.61 3.00 POINTSOURCE HVAC315 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274767.41 2280437.80 3.00 POINTSOURCE HVAC316 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274766.66 2280847.00 3.00 POINTSOURCE HVAC317 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274767.36 2281056.56 3.00 POINTSOURCE HVAC318 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274858.68 2280444.36 3.00 POINTSOURCE HVAC319 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274815.82 2280786.24 3.00 POINTSOURCE HVAC320 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274768.17 2280919.86 3.00 POINTSOURCE HVAC321 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274859.83 2280835.07 3.00 POINTSOURCE HVAC322 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274767.92 2280444.36 3.00 POINTSOURCE HVAC323 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274766.40 2280925.66 3.00 POINTSOURCE HVAC324 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274858.43 2280784.22 3.00 POINTSOURCE HVAC325 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274821.62 2280510.66 3.00 POINTSOURCE HVAC326 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274818.37 2280697.99 3.00 POINTSOURCE HVAC327 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274860.20 2280580.25 3.00 POINTSOURCE HVAC328 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274765.40 2281062.64 3.00 POINTSOURCE HVAC329 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274767.42 2280300.60 3.00 POINTSOURCE HVAC330 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274858.81 2280974.73 3.00 POINTSOURCE HVAC331 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274765.40 2281119.93 3.00 POINTSOURCE HVAC332 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274816.83 2280376.28 3.00 POINTSOURCE HVAC333 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274823.64 2280374.52 3.00 POINTSOURCE HVAC334 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274815.32 2280922.64 3.00 POINTSOURCE HVAC335 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274815.62 2280971.47 3.00 POINTSOURCE HVAC336 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274767.57 2281126.22 3.00 POINTSOURCE HVAC337 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274860.45 2280375.02 3.00 POINTSOURCE HVAC338 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274766.66 2280516.72 3.00 POINTSOURCE HVAC339 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274825.69 2280290.20 3.00 POINTSOURCE HVAC340 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274816.58 2280578.23 3.00 POINTSOURCE HVAC341 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274860.05 2281112.66 3.00 POINTSOURCE HVAC342 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274770.44 2280237.36 3.00 POINTSOURCE HVAC343 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274767.67 2280574.20 3.00 POINTSOURCE HVAC344 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274957.03 2281103.11 3.00 POINTSOURCE HVAC345 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275024.96 2281072.18 3.00 POINTSOURCE HVAC346 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274959.30 2281109.17 3.00 POINTSOURCE HVAC347 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274956.77 2281152.78 3.00 POINTSOURCE HVAC348 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275010.33 2280929.66 3.00 POINTSOURCE HVAC349 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275025.21 2281150.59 3.00 POINTSOURCE HVAC350 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275105.64 2280937.73 3.00 POINTSOURCE HVAC351 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275026.97 2281077.47 3.00 Urban Crossroads, Inc.
181
Name M. ID Result. PWL Lw / Li Operating Time Height Coordinates Day Evening Night Type Value norm. Day Special Night X Y Z (dBA) (dBA) (dBA) dB(A) (min) (min) (min) (ft) (ft) (ft) (ft) POINTSOURCE HVAC352 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275121.20 2281154.61 3.00 POINTSOURCE HVAC353 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275126.52 2281218.89 3.00 POINTSOURCE HVAC354 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275167.27 2280936.68 3.00 POINTSOURCE HVAC355 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275070.96 2281288.33 3.00 POINTSOURCE HVAC356 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275068.83 2280937.98 3.00 POINTSOURCE HVAC357 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274959.55 2281049.41 3.00 POINTSOURCE HVAC358 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275083.82 2281148.97 3.00 POINTSOURCE HVAC359 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275017.36 2281290.50 3.00 POINTSOURCE HVAC360 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275005.64 2281290.50 3.00 POINTSOURCE HVAC361 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275108.07 2281287.46 3.00 POINTSOURCE HVAC362 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275078.02 2281013.08 3.00 POINTSOURCE HVAC363 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275114.15 2281290.50 3.00 POINTSOURCE HVAC364 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274951.98 2280954.61 3.00 POINTSOURCE HVAC365 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275121.64 2281011.06 3.00 POINTSOURCE HVAC366 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275120.66 2281221.27 3.00 POINTSOURCE HVAC367 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275064.23 2281289.42 3.00 POINTSOURCE HVAC368 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275062.52 2280934.96 3.00 POINTSOURCE HVAC369 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275081.73 2281072.52 3.00 POINTSOURCE HVAC370 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275083.55 2281221.06 3.00 POINTSOURCE HVAC371 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275127.94 2281013.08 3.00 POINTSOURCE HVAC372 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274959.80 2281012.35 3.00 POINTSOURCE HVAC373 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274966.36 2281213.68 3.00 POINTSOURCE HVAC374 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275084.07 2281011.06 3.00 POINTSOURCE HVAC375 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275118.80 2281073.02 3.00 POINTSOURCE HVAC376 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275181.89 2281082.41 3.00 POINTSOURCE HVAC377 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275025.21 2281012.17 3.00 POINTSOURCE HVAC378 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275115.15 2281152.85 3.00 POINTSOURCE HVAC379 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274957.03 2281005.29 3.00 POINTSOURCE HVAC380 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275165.58 2281295.93 3.00 POINTSOURCE HVAC381 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274957.28 2281055.21 3.00 POINTSOURCE HVAC382 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275124.85 2281070.50 3.00 POINTSOURCE HVAC383 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275027.99 2281214.76 3.00 POINTSOURCE HVAC384 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274965.93 2281250.79 3.00 POINTSOURCE HVAC385 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275075.43 2281070.50 3.00 POINTSOURCE HVAC386 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275030.16 2281220.19 3.00 POINTSOURCE HVAC387 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275027.48 2281005.87 3.00 POINTSOURCE HVAC388 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275182.07 2281219.10 3.00 POINTSOURCE HVAC389 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274950.95 2281288.98 3.00 POINTSOURCE HVAC390 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274959.80 2281146.48 3.00 POINTSOURCE HVAC391 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275026.72 2281145.04 3.00 POINTSOURCE HVAC392 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275076.82 2281218.23 3.00 POINTSOURCE HVAC393 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275183.15 2281013.08 3.00 POINTSOURCE HVAC394 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274963.97 2281206.95 3.00 POINTSOURCE HVAC395 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275077.77 2281152.00 3.00 POINTSOURCE HVAC396 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275181.89 2281151.24 3.00 POINTSOURCE HVAC397 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275111.94 2280935.46 3.00 POINTSOURCE HVAC398 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275117.16 2280657.84 3.00 POINTSOURCE HVAC399 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275116.94 2280794.35 3.00 POINTSOURCE HVAC400 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275021.91 2280598.46 3.00 POINTSOURCE HVAC401 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275080.10 2280657.33 3.00 POINTSOURCE HVAC402 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275050.00 2280874.92 3.00 POINTSOURCE HVAC403 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275115.61 2280597.49 3.00 POINTSOURCE HVAC404 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275056.72 2280873.83 3.00 POINTSOURCE HVAC405 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275122.79 2280791.96 3.00 POINTSOURCE HVAC406 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275037.58 2280513.88 3.00 POINTSOURCE HVAC407 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275099.89 2280515.54 3.00 POINTSOURCE HVAC408 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275010.41 2280872.10 3.00 POINTSOURCE HVAC409 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275195.56 2280513.83 3.00 POINTSOURCE HVAC410 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275158.63 2280877.52 3.00 POINTSOURCE HVAC411 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275023.22 2280801.79 3.00 POINTSOURCE HVAC412 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275174.95 2280664.01 3.00 POINTSOURCE HVAC413 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275123.21 2280655.32 3.00 POINTSOURCE HVAC414 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274959.38 2280697.79 3.00 POINTSOURCE HVAC415 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275074.99 2280597.90 3.00 POINTSOURCE HVAC416 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275024.18 2280592.15 3.00 POINTSOURCE HVAC417 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274944.01 2280870.58 3.00 POINTSOURCE HVAC418 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275073.79 2280655.32 3.00 POINTSOURCE HVAC419 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274958.98 2280832.38 3.00 POINTSOURCE HVAC420 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275175.13 2280800.70 3.00 POINTSOURCE HVAC421 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275043.88 2280516.91 3.00 POINTSOURCE HVAC422 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275074.74 2280742.81 3.00 POINTSOURCE HVAC423 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275176.21 2280594.68 3.00 POINTSOURCE HVAC424 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275093.83 2280872.97 3.00 POINTSOURCE HVAC425 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275073.10 2280791.31 3.00 POINTSOURCE HVAC426 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275174.95 2280732.84 3.00 POINTSOURCE HVAC427 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275021.91 2280736.87 3.00 POINTSOURCE HVAC428 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274959.41 2280795.27 3.00 Urban Crossroads, Inc.
182
Name M. ID Result. PWL Lw / Li Operating Time Height Coordinates Day Evening Night Type Value norm. Day Special Night X Y Z (dBA) (dBA) (dBA) dB(A) (min) (min) (min) (ft) (ft) (ft) (ft) POINTSOURCE HVAC429 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274957.11 2280691.74 3.00 POINTSOURCE HVAC430 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274952.07 2280543.24 3.00 POINTSOURCE HVAC431 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274957.37 2280643.84 3.00 POINTSOURCE HVAC432 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274957.11 2280593.92 3.00 POINTSOURCE HVAC433 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275021.05 2280796.36 3.00 POINTSOURCE HVAC434 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275121.92 2280599.51 3.00 POINTSOURCE HVAC435 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275001.82 2280871.32 3.00 POINTSOURCE HVAC436 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275081.04 2280595.88 3.00 POINTSOURCE HVAC437 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274959.89 2280600.98 3.00 POINTSOURCE HVAC438 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275079.83 2280794.13 3.00 POINTSOURCE HVAC439 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274959.63 2280638.04 3.00 POINTSOURCE HVAC440 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274957.03 2280788.55 3.00 POINTSOURCE HVAC441 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274959.89 2280735.11 3.00 POINTSOURCE HVAC442 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275023.67 2280663.76 3.00 POINTSOURCE HVAC443 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275007.03 2280518.03 3.00 POINTSOURCE HVAC444 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275119.99 2280733.34 3.00 POINTSOURCE HVAC445 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275113.93 2280731.58 3.00 POINTSOURCE HVAC446 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275080.79 2280739.78 3.00 POINTSOURCE HVAC447 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275023.42 2280731.33 3.00 POINTSOURCE HVAC448 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275021.66 2280658.46 3.00 POINTSOURCE HVAC449 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275099.91 2280876.00 3.00 POINTSOURCE HVAC450 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275093.59 2280517.81 3.00 POINTSOURCE HVAC451 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274956.86 2280741.41 3.00 POINTSOURCE HVAC452 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275021.52 2280424.00 3.00 POINTSOURCE HVAC453 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275118.28 2280228.04 3.00 POINTSOURCE HVAC454 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274949.48 2280220.88 3.00 POINTSOURCE HVAC455 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274948.22 2280317.44 3.00 POINTSOURCE HVAC456 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275112.87 2280284.68 3.00 POINTSOURCE HVAC457 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275074.41 2280363.43 3.00 POINTSOURCE HVAC458 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275119.09 2280422.74 3.00 POINTSOURCE HVAC459 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275020.34 2280278.62 3.00 POINTSOURCE HVAC460 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275068.86 2280365.95 3.00 POINTSOURCE HVAC461 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274951.75 2280263.99 3.00 POINTSOURCE HVAC462 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274950.49 2280458.88 3.00 POINTSOURCE HVAC463 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275173.24 2280295.35 3.00 POINTSOURCE HVAC464 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275019.45 2280370.23 3.00 POINTSOURCE HVAC465 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275021.21 2280225.51 3.00 POINTSOURCE HVAC466 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275068.41 2280422.74 3.00 POINTSOURCE HVAC467 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275068.36 2280227.78 3.00 POINTSOURCE HVAC468 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274950.74 2280420.81 3.00 POINTSOURCE HVAC469 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274948.48 2280415.52 3.00 POINTSOURCE HVAC470 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275019.70 2280231.57 3.00 POINTSOURCE HVAC471 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275021.60 2280283.92 3.00 POINTSOURCE HVAC472 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275171.98 2280434.53 3.00 POINTSOURCE HVAC473 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275112.79 2280424.50 3.00 POINTSOURCE HVAC474 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274952.01 2280226.93 3.00 POINTSOURCE HVAC475 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274948.48 2280269.79 3.00 POINTSOURCE HVAC476 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275074.72 2280424.76 3.00 POINTSOURCE HVAC477 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275118.67 2280282.15 3.00 POINTSOURCE HVAC478 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274951.25 2280361.31 3.00 POINTSOURCE HVAC479 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275020.01 2280417.70 3.00 POINTSOURCE HVAC480 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274950.49 2280323.49 3.00 POINTSOURCE HVAC481 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275075.42 2280225.77 3.00 POINTSOURCE HVAC482 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275111.72 2280225.26 3.00 POINTSOURCE HVAC483 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274948.98 2280367.87 3.00 POINTSOURCE HVAC484 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275118.03 2280366.20 3.00 POINTSOURCE HVAC485 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275173.24 2280228.04 3.00 POINTSOURCE HVAC486 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275172.49 2280366.45 3.00 POINTSOURCE HVAC487 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275074.80 2280284.42 3.00 POINTSOURCE HVAC488 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275111.47 2280363.43 3.00 POINTSOURCE HVAC489 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275069.00 2280281.40 3.00 POINTSOURCE HVAC490 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275019.70 2280364.69 3.00 POINTSOURCE HVAC491 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275005.95 2280122.98 3.00 POINTSOURCE HVAC492 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275055.74 2280124.68 3.00 POINTSOURCE HVAC493 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275099.10 2280126.95 3.00 POINTSOURCE HVAC494 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275002.03 2280127.96 3.00 POINTSOURCE HVAC495 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274963.96 2280126.70 3.00 POINTSOURCE HVAC496 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275163.10 2280118.66 3.00 POINTSOURCE HVAC497 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275105.40 2280124.93 3.00 POINTSOURCE HVAC498 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275061.79 2280127.45 3.00 POINTSOURCE HVAC499 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274951.81 2279144.06 3.00 POINTSOURCE HVAC500 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274989.88 2279145.32 3.00 POINTSOURCE HVAC501 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274996.44 2279141.79 3.00 POINTSOURCE HVAC502 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275043.58 2279142.04 3.00 POINTSOURCE HVAC503 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275049.63 2279144.81 3.00 POINTSOURCE HVAC504 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275086.95 2279144.31 3.00 POINTSOURCE HVAC505 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275093.25 2279142.29 3.00 Urban Crossroads, Inc.
183
Name M. ID Result. PWL Lw / Li Operating Time Height Coordinates Day Evening Night Type Value norm. Day Special Night X Y Z (dBA) (dBA) (dBA) dB(A) (min) (min) (min) (ft) (ft) (ft) (ft) POINTSOURCE HVAC506 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275144.94 2279136.74 3.00 POINTSOURCE HVAC507 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274897.93 2280126.64 3.00 POINTSOURCE HVAC508 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274897.93 2280126.64 3.00 POINTSOURCE HVAC509 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274736.94 2280131.68 3.00 POINTSOURCE HVAC510 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274800.47 2280136.87 3.00 POINTSOURCE HVAC511 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274785.77 2280134.58 3.00 POINTSOURCE HVAC512 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6274836.21 2280130.22 3.00 POINTSOURCE HVAC513 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275292.17 2280782.93 3.00 POINTSOURCE HVAC514 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275291.01 2281153.78 3.00 POINTSOURCE HVAC515 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275266.96 2280904.71 3.00 POINTSOURCE HVAC516 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275291.01 2281193.50 3.00 POINTSOURCE HVAC517 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275265.95 2280960.17 3.00 POINTSOURCE HVAC518 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275291.66 2281242.54 3.00 POINTSOURCE HVAC519 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275293.18 2281056.74 3.00 POINTSOURCE HVAC520 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275292.97 2281107.56 3.00 POINTSOURCE HVAC521 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275261.16 2280844.45 3.00 POINTSOURCE HVAC522 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275258.89 2281304.17 3.00 POINTSOURCE HVAC523 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275292.68 2281096.32 3.00 POINTSOURCE HVAC524 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275264.54 2281252.31 3.00 POINTSOURCE HVAC525 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275291.17 2280969.25 3.00 POINTSOURCE HVAC526 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275290.79 2281163.33 3.00 POINTSOURCE HVAC527 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275291.67 2280999.00 3.00 POINTSOURCE HVAC528 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275266.71 2280792.51 3.00 POINTSOURCE HVAC529 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275292.93 2281067.07 3.00 POINTSOURCE HVAC530 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275293.18 2281212.81 3.00 POINTSOURCE HVAC531 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275291.42 2281009.84 3.00 POINTSOURCE HVAC532 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275133.06 2280516.94 3.00 POINTSOURCE HVAC533 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275140.76 2280515.72 3.00 POINTSOURCE HVAC534 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275902.20 2280653.05 3.00 POINTSOURCE HVAC535 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275899.68 2280643.54 3.00 POINTSOURCE HVAC536 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275848.21 2280633.74 3.00 POINTSOURCE HVAC537 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275839.54 2280630.67 3.00 POINTSOURCE HVAC538 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275807.92 2280630.11 3.00 POINTSOURCE HVAC539 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275799.81 2280633.74 3.00 POINTSOURCE HVAC540 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275746.09 2280646.89 3.00 POINTSOURCE HVAC541 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275896.05 2280585.35 3.00 POINTSOURCE HVAC542 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275895.49 2280569.68 3.00 POINTSOURCE HVAC543 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275847.65 2280571.64 3.00 POINTSOURCE HVAC544 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275841.21 2280571.92 3.00 POINTSOURCE HVAC545 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275808.76 2280573.88 3.00 POINTSOURCE HVAC546 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275800.65 2280571.36 3.00 POINTSOURCE HVAC547 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275743.86 2280555.13 3.00 POINTSOURCE HVAC548 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275905.84 2280521.28 3.00 POINTSOURCE HVAC549 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275893.53 2280522.12 3.00 POINTSOURCE HVAC550 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275851.01 2280522.40 3.00 POINTSOURCE HVAC551 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275839.26 2280522.12 3.00 POINTSOURCE HVAC552 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275806.80 2280521.00 3.00 POINTSOURCE HVAC553 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275796.45 2280520.72 3.00 POINTSOURCE HVAC554 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275751.97 2280521.56 3.00 POINTSOURCE HVAC555 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275748.89 2280442.11 3.00 POINTSOURCE HVAC556 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275798.97 2280442.11 3.00 POINTSOURCE HVAC557 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275806.24 2280435.67 3.00 POINTSOURCE HVAC558 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275839.54 2280443.79 3.00 POINTSOURCE HVAC559 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275845.41 2280435.95 3.00 POINTSOURCE HVAC560 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275894.65 2280447.70 3.00 POINTSOURCE HVAC561 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275887.09 2280443.23 3.00 POINTSOURCE HVAC562 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275904.16 2280383.08 3.00 POINTSOURCE HVAC563 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275860.24 2280384.20 3.00 POINTSOURCE HVAC564 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275850.17 2280384.76 3.00 POINTSOURCE HVAC565 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275817.43 2280384.20 3.00 POINTSOURCE HVAC566 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275806.52 2280384.48 3.00 POINTSOURCE HVAC567 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275768.48 2280385.87 3.00 POINTSOURCE HVAC568 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275697.97 2280629.83 3.00 POINTSOURCE HVAC569 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275700.77 2280672.63 3.00 POINTSOURCE HVAC570 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275700.77 2280620.04 3.00 POINTSOURCE HVAC571 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275698.53 2280589.26 3.00 POINTSOURCE HVAC572 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275697.70 2280577.23 3.00 POINTSOURCE HVAC573 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275699.09 2280537.51 3.00 POINTSOURCE HVAC574 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275612.93 2280585.35 3.00 POINTSOURCE HVAC575 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275580.75 2280582.27 3.00 POINTSOURCE HVAC576 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275578.80 2280593.46 3.00 POINTSOURCE HVAC577 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275577.96 2280624.51 3.00 POINTSOURCE HVAC578 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275579.08 2280678.51 3.00 POINTSOURCE HVAC579 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275619.64 2280679.35 3.00 POINTSOURCE HVAC580 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275551.66 2280684.10 3.00 POINTSOURCE HVAC581 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275529.00 2280628.99 3.00 POINTSOURCE HVAC582 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275559.49 2280621.71 3.00 Urban Crossroads, Inc.
184
Name M. ID Result. PWL Lw / Li Operating Time Height Coordinates Day Evening Night Type Value norm. Day Special Night X Y Z (dBA) (dBA) (dBA) dB(A) (min) (min) (min) (ft) (ft) (ft) (ft) POINTSOURCE HVAC583 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275560.89 2280591.22 3.00 POINTSOURCE HVAC584 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275560.61 2280581.15 3.00 POINTSOURCE HVAC585 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275560.05 2280537.23 3.00 POINTSOURCE HVAC586 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275441.71 2280582.55 3.00 POINTSOURCE HVAC587 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275441.15 2280536.95 3.00 POINTSOURCE HVAC588 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275441.15 2280625.63 3.00 POINTSOURCE HVAC589 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275440.31 2280593.46 3.00 POINTSOURCE HVAC590 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275442.27 2280677.11 3.00 POINTSOURCE HVAC591 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275441.99 2280635.14 3.00 POINTSOURCE HVAC592 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275400.31 2280671.51 3.00 POINTSOURCE HVAC593 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275398.91 2280633.46 3.00 POINTSOURCE HVAC594 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275398.07 2280618.64 3.00 POINTSOURCE HVAC595 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275397.79 2280588.14 3.00 POINTSOURCE HVAC596 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275398.07 2280577.23 3.00 POINTSOURCE HVAC597 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275399.75 2280536.11 3.00 POINTSOURCE HVAC598 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275402.55 2280475.12 3.00 POINTSOURCE HVAC599 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275402.82 2280433.15 3.00 POINTSOURCE HVAC600 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275402.82 2280420.29 3.00 POINTSOURCE HVAC601 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275402.27 2280388.11 3.00 POINTSOURCE HVAC602 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275401.15 2280378.04 3.00 POINTSOURCE HVAC603 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275402.55 2280335.24 3.00 POINTSOURCE HVAC604 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275442.27 2280478.48 3.00 POINTSOURCE HVAC605 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275441.71 2280434.55 3.00 POINTSOURCE HVAC606 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275441.71 2280424.48 3.00 POINTSOURCE HVAC607 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275440.87 2280393.71 3.00 POINTSOURCE HVAC608 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275441.43 2280379.72 3.00 POINTSOURCE HVAC609 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275441.43 2280338.31 3.00 POINTSOURCE HVAC610 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275552.78 2280485.47 3.00 POINTSOURCE HVAC611 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275560.33 2280435.11 3.00 POINTSOURCE HVAC612 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275560.89 2280422.24 3.00 POINTSOURCE HVAC613 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275560.89 2280389.51 3.00 POINTSOURCE HVAC614 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275560.89 2280380.00 3.00 POINTSOURCE HVAC615 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275562.57 2280337.76 3.00 POINTSOURCE HVAC616 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275578.80 2280479.32 3.00 POINTSOURCE HVAC617 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275578.80 2280434.55 3.00 POINTSOURCE HVAC618 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275578.52 2280427.28 3.00 POINTSOURCE HVAC619 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275578.24 2280393.15 3.00 POINTSOURCE HVAC620 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275577.12 2280382.80 3.00 POINTSOURCE HVAC621 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275577.40 2280343.07 3.00 POINTSOURCE HVAC622 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275702.17 2280474.28 3.00 POINTSOURCE HVAC623 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275699.93 2280433.71 3.00 POINTSOURCE HVAC624 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275700.49 2280422.24 3.00 POINTSOURCE HVAC625 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275698.81 2280389.51 3.00 POINTSOURCE HVAC626 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275698.25 2280377.20 3.00 POINTSOURCE HVAC627 76.0 76.0 76.0 Lw 76 585.00 0.00 252.00 3.00 a 6275699.09 2280333.84 3.00 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 6275948.77 2281443.08 6.00 0.00 6275929.39 2281422.15 6.00 0.00
6275664.26 2281425.25 6.00 0.00
6275654.95 2281440.76 6.00 0.00
BARRIEREXISTING 0 6.00 a 6274886.69 2281446.96 6.00 0.00 6274912.27 2281428.35 6.00 0.00
6275580.53 2281425.28 6.00 0.00
6275593.71 2281437.66 6.00 0.00
BARRIEREXISTING 0 6.00 a 6274721.74 2281319.79 6.00 0.00 6274710.65 2280367.58 6.00 0.00
6274678.96 2280367.58 6.00 0.00
BARRIEREXISTING 0 6.00 a 6274710.91 2280270.88 6.00 0.00 6274709.65 2280128.43 6.00 0.00
BARRIEREXISTING 0 6.00 a 6274002.53 2279985.13 6.00 0.00 6273998.82 2279915.63 6.00 0.00
6274005.31 2279906.37 6.00 0.00
6274005.31 2279847.06 6.00 0.00
BARRIEREXISTING 0 6.00 a 6274047.01 2279732.16 6.00 0.00 6274045.16 2279568.15 6.00 0.00
BARRIEREXISTING 0 6.00 a 6274045.15 2279446.84 6.00 0.00 6274042.02 2279286.30 6.00 0.00
BARRIEREXISTING 0 6.00 a 6274043.06 2279172.67 6.00 0.00 6274039.94 2278823.45 6.00 0.00
BARRIERTEMP 0 6.00 a 6274917.19 2281300.74 6.00 0.00
6274933.27 2281315.81 6.00 0.00
6275297.93 2281309.15 6.00 0.00
Urban Crossroads, Inc.
185
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)
BARRIERTEMP 0 6.00 a 6275931.69 2280682.37 6.00 0.00
6275930.13 2280318.64 6.00 0.00
BARRIERTEMP 0 6.00 a 6275282.21 2278791.93 6.00 0.00
6274712.68 2278792.80 6.00 0.00
Building(s)
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
BUILDING BUILDING00001 x 0 25.00 a 6275356.49 2278906.68 25.00 0.00 6275420.42 2278937.46 25.00 0.00
6275461.86 2278836.83 25.00 0.00
6275408.58 2278806.05 25.00 0.00
BUILDING BUILDING00002 x 0 25.00 a 6275656.01 2278886.55 25.00 0.00 6275744.79 2278887.74 25.00 0.00
6275740.06 2278820.26 25.00 0.00
6275656.01 2278823.81 25.00 0.00
BUILDING BUILDING00003 x 0 25.00 a 6275796.88 2278885.37 25.00 0.00 6275859.63 2278883.00 25.00 0.00
6275893.96 2278852.22 25.00 0.00
6275892.78 2278819.07 25.00 0.00
6275807.54 2278817.89 25.00 0.00
6275795.70 2278843.93 25.00 0.00
BUILDING BUILDING00004 x 0 25.00 a 6275837.13 2279038.08 25.00 0.00 6275902.25 2279038.08 25.00 0.00
6275903.43 2278950.48 25.00 0.00
6275869.10 2278950.48 25.00 0.00
6275844.24 2278984.81 25.00 0.00
BUILDING BUILDING00005 x 0 25.00 a 6275671.40 2278967.05 25.00 0.00 6275699.81 2278985.99 25.00 0.00
6275776.76 2278995.47 25.00 0.00
6275775.57 2278963.50 25.00 0.00
6275759.00 2278941.01 25.00 0.00
6275698.63 2278909.05 25.00 0.00
BUILDING BUILDING00006 x 0 25.00 a 6275825.30 2279349.44 25.00 0.00 6275891.59 2279364.83 25.00 0.00
6275906.98 2279280.77 25.00 0.00
6275839.50 2279266.57 25.00 0.00
BUILDING BUILDING00007 x 0 25.00 a 6275825.30 2279549.50 25.00 0.00 6275911.72 2279528.20 25.00 0.00
6275890.41 2279460.72 25.00 0.00
6275808.72 2279483.21 25.00 0.00
BUILDING BUILDING00008 x 0 25.00 a 6275344.66 2279506.89 25.00 0.00 6275452.39 2279506.89 25.00 0.00
6275458.30 2279312.74 25.00 0.00
6275345.84 2279317.47 25.00 0.00
BUILDING BUILDING00009 x 0 25.00 a 6275389.64 2279830.08 25.00 0.00 6275498.56 2279806.40 25.00 0.00
6275454.75 2279622.90 25.00 0.00
6275344.66 2279652.50 25.00 0.00
BUILDING BUILDING00010 x 0 25.00 a 6275347.02 2279961.48 25.00 0.00 6275380.17 2279988.71 25.00 0.00
6275569.59 2279985.16 25.00 0.00
6275542.36 2279849.02 25.00 0.00
6275349.39 2279869.14 25.00 0.00
BUILDING BUILDING00011 x 0 25.00 a 6275731.77 2279979.24 25.00 0.00 6275924.74 2279980.42 25.00 0.00
6275923.56 2279764.96 25.00 0.00
6275864.36 2279764.96 25.00 0.00
6275844.24 2279779.17 25.00 0.00
6275841.87 2279817.05 25.00 0.00
6275857.26 2279817.05 25.00 0.00
6275854.89 2279916.50 25.00 0.00
6275732.96 2279917.68 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274752.67 2280003.34 25.00 0.00
6274787.05 2280003.60 25.00 0.00
6274787.31 2279996.05 25.00 0.00
6274795.64 2279995.27 25.00 0.00
6274795.64 2279976.78 25.00 0.00
6274790.69 2279976.52 25.00 0.00
6274791.47 2279955.69 25.00 0.00
6274769.86 2279955.69 25.00 0.00
6274769.86 2279960.63 25.00 0.00
6274750.07 2279960.89 25.00 0.00
6274749.28 2279977.56 25.00 0.00
6274745.64 2279977.82 25.00 0.00
Urban Crossroads, Inc.
186
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
6274745.38 2279996.83 25.00 0.00
6274752.93 2279996.57 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274805.01 2280003.86 25.00 0.00
6274831.06 2280004.38 25.00 0.00
6274831.06 2279995.79 25.00 0.00
6274835.22 2279995.27 25.00 0.00
6274834.96 2279973.91 25.00 0.00
6274831.06 2279973.65 25.00 0.00
6274830.80 2279956.47 25.00 0.00
6274805.80 2279955.16 25.00 0.00
6274805.80 2279973.65 25.00 0.00
6274802.15 2279973.65 25.00 0.00
6274802.41 2279995.27 25.00 0.00
6274805.27 2279995.53 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274903.19 2280004.38 25.00 0.00
6274937.57 2280004.38 25.00 0.00
6274937.57 2279995.79 25.00 0.00
6274946.68 2279996.05 25.00 0.00
6274946.68 2279977.56 25.00 0.00
6274941.47 2279976.78 25.00 0.00
6274941.21 2279956.47 25.00 0.00
6274900.33 2279955.95 25.00 0.00
6274900.33 2279977.04 25.00 0.00
6274891.99 2279976.26 25.00 0.00
6274891.47 2279981.47 25.00 0.00
6274895.38 2279980.95 25.00 0.00
6274894.08 2279995.53 25.00 0.00
6274903.45 2279995.01 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274956.32 2280004.38 25.00 0.00
6274981.32 2280004.38 25.00 0.00
6274982.10 2279957.25 25.00 0.00
6274957.10 2279956.21 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275000.59 2280003.86 25.00 0.00
6275034.44 2280003.60 25.00 0.00
6275038.87 2279957.51 25.00 0.00
6274996.94 2279956.21 25.00 0.00
6274996.16 2279977.56 25.00 0.00
6274992.77 2279977.04 25.00 0.00
6274992.25 2279995.79 25.00 0.00
6275000.59 2279995.79 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275053.71 2280004.38 25.00 0.00
6275078.19 2280003.60 25.00 0.00
6275078.45 2279957.25 25.00 0.00
6275053.97 2279957.25 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275097.72 2280004.90 25.00 0.00
6275127.41 2280004.38 25.00 0.00
6275127.67 2279999.44 25.00 0.00
6275141.21 2279998.65 25.00 0.00
6275141.21 2279989.02 25.00 0.00
6275144.86 2279989.02 25.00 0.00
6275144.86 2279971.83 25.00 0.00
6275139.13 2279971.57 25.00 0.00
6275140.17 2279959.07 25.00 0.00
6275135.74 2279956.99 25.00 0.00
6275095.38 2279956.21 25.00 0.00
6275094.34 2279977.30 25.00 0.00
6275089.91 2279977.04 25.00 0.00
6275090.95 2279996.57 25.00 0.00
6275097.20 2279996.57 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275186.52 2279955.95 25.00 0.00
6275202.15 2279956.21 25.00 0.00
6275202.67 2279951.78 25.00 0.00
6275213.61 2279951.78 25.00 0.00
6275214.13 2279939.02 25.00 0.00
6275218.82 2279938.50 25.00 0.00
6275219.34 2279908.55 25.00 0.00
6275211.52 2279908.55 25.00 0.00
6275211.52 2279900.22 25.00 0.00
6275192.51 2279901.26 25.00 0.00
6275192.25 2279905.16 25.00 0.00
6275171.42 2279904.64 25.00 0.00
6275171.42 2279947.09 25.00 0.00
6275173.50 2279947.09 25.00 0.00
6275173.24 2279950.22 25.00 0.00
6275187.05 2279951.00 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275171.68 2279888.50 25.00 0.00
6275219.34 2279888.76 25.00 0.00
Urban Crossroads, Inc.
187
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
6275219.08 2279865.06 25.00 0.00
6275172.20 2279864.80 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275172.46 2279839.80 25.00 0.00
6275220.12 2279840.58 25.00 0.00
6275219.34 2279815.58 25.00 0.00
6275172.20 2279815.32 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275173.76 2279799.44 25.00 0.00
6275212.31 2279799.70 25.00 0.00
6275213.35 2279796.57 25.00 0.00
6275220.38 2279796.31 25.00 0.00
6275219.86 2279763.24 25.00 0.00
6275212.05 2279762.46 25.00 0.00
6275211.78 2279757.77 25.00 0.00
6275172.98 2279758.81 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275173.24 2279742.66 25.00 0.00
6275220.64 2279743.45 25.00 0.00
6275220.38 2279718.45 25.00 0.00
6275172.72 2279718.71 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275172.72 2279703.86 25.00 0.00
6275211.78 2279702.82 25.00 0.00
6275212.57 2279698.91 25.00 0.00
6275220.12 2279699.96 25.00 0.00
6275220.38 2279665.32 25.00 0.00
6275212.31 2279665.06 25.00 0.00
6275212.83 2279661.15 25.00 0.00
6275172.72 2279661.41 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275172.46 2279646.83 25.00 0.00
6275220.12 2279646.05 25.00 0.00
6275220.38 2279621.31 25.00 0.00
6275172.98 2279621.05 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275172.20 2279605.69 25.00 0.00
6275212.05 2279605.95 25.00 0.00
6275212.31 2279602.30 25.00 0.00
6275220.90 2279602.30 25.00 0.00
6275220.12 2279567.92 25.00 0.00
6275212.57 2279567.92 25.00 0.00
6275212.31 2279564.02 25.00 0.00
6275174.02 2279564.28 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275175.85 2279490.32 25.00 0.00
6275215.43 2279490.32 25.00 0.00
6275214.91 2279478.86 25.00 0.00
6275221.16 2279478.60 25.00 0.00
6275220.38 2279449.17 25.00 0.00
6275213.35 2279448.91 25.00 0.00
6275212.57 2279441.36 25.00 0.00
6275193.82 2279440.84 25.00 0.00
6275193.82 2279444.75 25.00 0.00
6275173.50 2279444.75 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275174.02 2279428.34 25.00 0.00
6275221.16 2279429.64 25.00 0.00
6275221.94 2279405.42 25.00 0.00
6275173.24 2279403.60 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275173.24 2279389.54 25.00 0.00
6275212.83 2279390.32 25.00 0.00
6275212.83 2279386.15 25.00 0.00
6275221.16 2279385.63 25.00 0.00
6275221.42 2279351.00 25.00 0.00
6275212.83 2279351.52 25.00 0.00
6275212.83 2279347.35 25.00 0.00
6275173.50 2279347.61 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275173.50 2279332.51 25.00 0.00
6275220.64 2279331.99 25.00 0.00
6275221.16 2279307.77 25.00 0.00
6275174.02 2279307.25 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275173.50 2279292.40 25.00 0.00
6275194.60 2279292.92 25.00 0.00
6275194.86 2279296.83 25.00 0.00
6275213.61 2279296.83 25.00 0.00
6275213.35 2279288.50 25.00 0.00
6275222.20 2279288.50 25.00 0.00
6275221.16 2279253.60 25.00 0.00
6275213.09 2279254.12 25.00 0.00
6275213.61 2279245.79 25.00 0.00
6275194.34 2279246.05 25.00 0.00
6275194.60 2279249.96 25.00 0.00
6275174.02 2279250.22 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274749.31 2279921.04 25.00 0.00
Urban Crossroads, Inc.
188
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
6274770.15 2279921.04 25.00 0.00
6274770.15 2279926.02 25.00 0.00
6274791.30 2279926.02 25.00 0.00
6274790.68 2279904.56 25.00 0.00
6274796.28 2279904.56 25.00 0.00
6274796.28 2279885.27 25.00 0.00
6274788.19 2279885.58 25.00 0.00
6274787.57 2279877.50 25.00 0.00
6274753.66 2279876.88 25.00 0.00
6274752.73 2279884.96 25.00 0.00
6274744.95 2279884.96 25.00 0.00
6274744.64 2279903.00 25.00 0.00
6274748.69 2279903.00 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274806.85 2279925.40 25.00 0.00
6274830.80 2279925.40 25.00 0.00
6274830.49 2279908.60 25.00 0.00
6274834.53 2279907.98 25.00 0.00
6274834.84 2279886.21 25.00 0.00
6274831.42 2279886.21 25.00 0.00
6274832.04 2279876.88 25.00 0.00
6274806.23 2279877.81 25.00 0.00
6274806.23 2279885.90 25.00 0.00
6274802.50 2279886.52 25.00 0.00
6274802.81 2279907.98 25.00 0.00
6274806.54 2279907.98 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274753.35 2279867.23 25.00 0.00
6274786.32 2279866.92 25.00 0.00
6274786.94 2279860.39 25.00 0.00
6274795.96 2279858.84 25.00 0.00
6274795.96 2279840.17 25.00 0.00
6274791.61 2279839.55 25.00 0.00
6274791.92 2279819.64 25.00 0.00
6274771.70 2279819.64 25.00 0.00
6274771.08 2279824.31 25.00 0.00
6274751.49 2279824.31 25.00 0.00
6274749.62 2279841.73 25.00 0.00
6274745.89 2279842.04 25.00 0.00
6274745.27 2279859.15 25.00 0.00
6274752.73 2279860.08 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274806.23 2279866.92 25.00 0.00
6274831.73 2279866.92 25.00 0.00
6274831.11 2279859.46 25.00 0.00
6274834.84 2279858.84 25.00 0.00
6274834.84 2279836.44 25.00 0.00
6274830.80 2279836.44 25.00 0.00
6274830.80 2279819.96 25.00 0.00
6274806.23 2279819.96 25.00 0.00
6274806.54 2279837.37 25.00 0.00
6274802.81 2279837.37 25.00 0.00
6274802.81 2279859.15 25.00 0.00
6274806.54 2279859.15 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274722.00 2279996.88 25.00 0.00
6274737.19 2279996.66 25.00 0.00
6274738.28 2279971.27 25.00 0.00
6274742.18 2279971.27 25.00 0.00
6274742.40 2279909.21 25.00 0.00
6274738.28 2279909.64 25.00 0.00
6274738.06 2279884.03 25.00 0.00
6274721.78 2279883.17 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274908.63 2279923.53 25.00 0.00
6274950.52 2279923.75 25.00 0.00
6274951.17 2279904.22 25.00 0.00
6274954.64 2279902.48 25.00 0.00
6274955.07 2279883.60 25.00 0.00
6274946.39 2279883.60 25.00 0.00
6274946.61 2279875.79 25.00 0.00
6274913.62 2279876.00 25.00 0.00
6274912.97 2279883.82 25.00 0.00
6274904.73 2279884.47 25.00 0.00
6274904.29 2279898.79 25.00 0.00
6274901.47 2279898.79 25.00 0.00
6274901.26 2279902.91 25.00 0.00
6274908.85 2279903.13 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274967.44 2279924.40 25.00 0.00
6275010.20 2279923.75 25.00 0.00
6275009.98 2279903.13 25.00 0.00
6275014.32 2279902.48 25.00 0.00
Urban Crossroads, Inc.
189
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
6275014.32 2279884.68 25.00 0.00
6275005.64 2279884.25 25.00 0.00
6275006.51 2279876.00 25.00 0.00
6274972.65 2279876.44 25.00 0.00
6274972.87 2279884.68 25.00 0.00
6274963.54 2279884.47 25.00 0.00
6274963.97 2279903.35 25.00 0.00
6274967.66 2279902.70 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275025.39 2279923.96 25.00 0.00
6275049.48 2279924.18 25.00 0.00
6275049.91 2279906.17 25.00 0.00
6275054.03 2279905.73 25.00 0.00
6275053.82 2279884.25 25.00 0.00
6275050.13 2279884.47 25.00 0.00
6275050.13 2279876.65 25.00 0.00
6275025.60 2279876.65 25.00 0.00
6275025.60 2279884.47 25.00 0.00
6275021.91 2279884.68 25.00 0.00
6275021.70 2279906.39 25.00 0.00
6275025.17 2279905.95 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275065.53 2279924.18 25.00 0.00
6275107.20 2279924.40 25.00 0.00
6275106.98 2279922.44 25.00 0.00
6275111.11 2279922.01 25.00 0.00
6275110.89 2279909.42 25.00 0.00
6275116.32 2279908.56 25.00 0.00
6275116.32 2279893.80 25.00 0.00
6275112.19 2279892.93 25.00 0.00
6275112.41 2279882.08 25.00 0.00
6275098.74 2279882.51 25.00 0.00
6275098.95 2279876.87 25.00 0.00
6275069.44 2279876.65 25.00 0.00
6275069.44 2279884.47 25.00 0.00
6275061.41 2279884.68 25.00 0.00
6275060.98 2279903.56 25.00 0.00
6275064.67 2279903.35 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274984.15 2279866.24 25.00 0.00
6275017.57 2279865.80 25.00 0.00
6275017.79 2279858.21 25.00 0.00
6275027.34 2279857.77 25.00 0.00
6275026.69 2279838.46 25.00 0.00
6275022.57 2279838.24 25.00 0.00
6275022.78 2279817.63 25.00 0.00
6275002.17 2279817.63 25.00 0.00
6275001.73 2279823.05 25.00 0.00
6274980.47 2279822.84 25.00 0.00
6274980.25 2279839.55 25.00 0.00
6274976.34 2279839.55 25.00 0.00
6274976.56 2279859.29 25.00 0.00
6274983.94 2279859.08 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275037.54 2279866.02 25.00 0.00
6275062.71 2279866.02 25.00 0.00
6275061.85 2279857.56 25.00 0.00
6275065.97 2279857.34 25.00 0.00
6275066.19 2279835.64 25.00 0.00
6275062.06 2279835.21 25.00 0.00
6275062.06 2279818.50 25.00 0.00
6275037.11 2279818.28 25.00 0.00
6275036.24 2279835.42 25.00 0.00
6275032.98 2279835.64 25.00 0.00
6275033.42 2279857.34 25.00 0.00
6275037.97 2279857.34 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275081.59 2279866.24 25.00 0.00
6275115.88 2279866.89 25.00 0.00
6275115.45 2279858.21 25.00 0.00
6275123.91 2279857.77 25.00 0.00
6275124.78 2279828.26 25.00 0.00
6275120.22 2279828.04 25.00 0.00
6275119.57 2279817.41 25.00 0.00
6275077.90 2279817.63 25.00 0.00
6275077.69 2279838.89 25.00 0.00
6275073.13 2279838.24 25.00 0.00
6275073.78 2279857.56 25.00 0.00
6275081.38 2279857.99 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275077.47 2279786.59 25.00 0.00
6275119.79 2279786.38 25.00 0.00
6275120.22 2279776.61 25.00 0.00
Urban Crossroads, Inc.
190
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
6275126.30 2279775.31 25.00 0.00
6275126.95 2279761.20 25.00 0.00
6275123.91 2279760.99 25.00 0.00
6275123.91 2279746.66 25.00 0.00
6275115.23 2279746.88 25.00 0.00
6275115.45 2279738.20 25.00 0.00
6275082.03 2279737.33 25.00 0.00
6275081.81 2279746.23 25.00 0.00
6275073.78 2279746.23 25.00 0.00
6275074.00 2279765.33 25.00 0.00
6275077.25 2279765.33 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275037.32 2279784.86 25.00 0.00
6275061.63 2279785.08 25.00 0.00
6275062.06 2279768.80 25.00 0.00
6275065.97 2279768.36 25.00 0.00
6275066.84 2279746.66 25.00 0.00
6275062.93 2279746.45 25.00 0.00
6275062.71 2279737.98 25.00 0.00
6275037.76 2279737.77 25.00 0.00
6275037.54 2279746.01 25.00 0.00
6275033.63 2279746.45 25.00 0.00
6275034.07 2279768.15 25.00 0.00
6275037.11 2279767.93 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274980.03 2279780.73 25.00 0.00
6275001.95 2279780.30 25.00 0.00
6275001.52 2279785.94 25.00 0.00
6275022.13 2279785.51 25.00 0.00
6275022.78 2279765.11 25.00 0.00
6275026.69 2279765.11 25.00 0.00
6275027.12 2279746.23 25.00 0.00
6275018.44 2279746.23 25.00 0.00
6275018.44 2279737.55 25.00 0.00
6274983.94 2279737.98 25.00 0.00
6274983.72 2279744.71 25.00 0.00
6274975.91 2279744.28 25.00 0.00
6274976.12 2279763.81 25.00 0.00
6274980.03 2279763.37 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274984.81 2279727.78 25.00 0.00
6275018.44 2279727.78 25.00 0.00
6275018.88 2279719.10 25.00 0.00
6275027.34 2279718.89 25.00 0.00
6275027.12 2279700.22 25.00 0.00
6275022.57 2279700.22 25.00 0.00
6275023.22 2279679.39 25.00 0.00
6275002.38 2279679.82 25.00 0.00
6275001.73 2279685.25 25.00 0.00
6274981.55 2279685.03 25.00 0.00
6274980.47 2279701.52 25.00 0.00
6274975.91 2279701.09 25.00 0.00
6274976.34 2279720.40 25.00 0.00
6274984.37 2279720.62 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275037.54 2279727.78 25.00 0.00
6275063.36 2279727.57 25.00 0.00
6275062.71 2279719.54 25.00 0.00
6275066.62 2279719.10 25.00 0.00
6275066.62 2279696.97 25.00 0.00
6275062.50 2279696.97 25.00 0.00
6275062.28 2279679.61 25.00 0.00
6275038.19 2279680.04 25.00 0.00
6275037.54 2279697.40 25.00 0.00
6275034.07 2279697.18 25.00 0.00
6275034.28 2279718.67 25.00 0.00
6275037.54 2279718.67 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275080.94 2279727.35 25.00 0.00
6275115.88 2279728.43 25.00 0.00
6275116.10 2279720.62 25.00 0.00
6275124.13 2279720.19 25.00 0.00
6275124.56 2279706.08 25.00 0.00
6275127.17 2279705.65 25.00 0.00
6275126.30 2279689.37 25.00 0.00
6275120.01 2279689.37 25.00 0.00
6275120.22 2279679.39 25.00 0.00
6275077.25 2279680.91 25.00 0.00
6275077.69 2279700.01 25.00 0.00
6275072.91 2279700.01 25.00 0.00
6275074.22 2279719.97 25.00 0.00
6275081.81 2279719.75 25.00 0.00
Urban Crossroads, Inc.
191
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
BLDG_R 0 x 0 25.00 a 6274952.04 2279857.99 25.00 0.00
6274969.18 2279858.21 25.00 0.00
6274969.61 2279832.60 25.00 0.00
6274972.87 2279832.60 25.00 0.00
6274973.74 2279770.75 25.00 0.00
6274970.05 2279770.97 25.00 0.00
6274969.40 2279745.14 25.00 0.00
6274952.90 2279745.14 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274952.04 2279857.99 25.00 0.00
6274969.18 2279858.21 25.00 0.00
6274969.61 2279832.60 25.00 0.00
6274972.87 2279832.60 25.00 0.00
6274973.74 2279770.75 25.00 0.00
6274970.05 2279770.97 25.00 0.00
6274969.40 2279745.14 25.00 0.00
6274952.90 2279745.14 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274894.09 2279861.03 25.00 0.00
6274911.67 2279860.60 25.00 0.00
6274912.32 2279864.72 25.00 0.00
6274933.81 2279864.72 25.00 0.00
6274933.59 2279860.60 25.00 0.00
6274942.70 2279861.03 25.00 0.00
6274942.05 2279835.64 25.00 0.00
6274934.02 2279836.51 25.00 0.00
6274934.02 2279832.17 25.00 0.00
6274911.67 2279831.73 25.00 0.00
6274911.45 2279836.29 25.00 0.00
6274894.31 2279836.29 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274894.09 2279763.37 25.00 0.00
6274911.67 2279762.94 25.00 0.00
6274912.32 2279767.06 25.00 0.00
6274933.81 2279767.06 25.00 0.00
6274933.59 2279762.94 25.00 0.00
6274942.70 2279763.37 25.00 0.00
6274942.05 2279737.98 25.00 0.00
6274934.02 2279738.85 25.00 0.00
6274934.02 2279734.51 25.00 0.00
6274911.67 2279734.08 25.00 0.00
6274911.45 2279738.63 25.00 0.00
6274894.31 2279738.63 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274894.74 2279666.15 25.00 0.00
6274912.32 2279665.72 25.00 0.00
6274912.97 2279669.84 25.00 0.00
6274934.46 2279669.84 25.00 0.00
6274934.24 2279665.72 25.00 0.00
6274943.36 2279666.15 25.00 0.00
6274942.70 2279640.76 25.00 0.00
6274934.68 2279641.63 25.00 0.00
6274934.68 2279637.29 25.00 0.00
6274912.32 2279636.85 25.00 0.00
6274912.11 2279641.41 25.00 0.00
6274894.96 2279641.41 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274895.18 2279820.67 25.00 0.00
6274914.71 2279820.45 25.00 0.00
6274914.93 2279825.22 25.00 0.00
6274934.24 2279825.66 25.00 0.00
6274934.24 2279816.98 25.00 0.00
6274942.05 2279816.54 25.00 0.00
6274942.92 2279782.69 25.00 0.00
6274934.02 2279782.25 25.00 0.00
6274934.02 2279774.66 25.00 0.00
6274915.14 2279775.09 25.00 0.00
6274915.14 2279778.56 25.00 0.00
6274894.74 2279778.35 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274895.18 2279723.01 25.00 0.00
6274914.71 2279722.79 25.00 0.00
6274914.93 2279727.57 25.00 0.00
6274934.24 2279728.00 25.00 0.00
6274934.24 2279719.32 25.00 0.00
6274942.05 2279718.89 25.00 0.00
6274942.92 2279685.03 25.00 0.00
6274934.02 2279684.60 25.00 0.00
6274934.02 2279677.00 25.00 0.00
6274915.14 2279677.44 25.00 0.00
6274915.14 2279680.91 25.00 0.00
6274894.74 2279680.69 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274749.56 2279784.42 25.00 0.00
Urban Crossroads, Inc.
192
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
6274770.40 2279784.42 25.00 0.00
6274770.61 2279788.98 25.00 0.00
6274791.45 2279789.20 25.00 0.00
6274791.45 2279768.58 25.00 0.00
6274796.22 2279767.71 25.00 0.00
6274795.14 2279749.92 25.00 0.00
6274787.54 2279750.35 25.00 0.00
6274788.41 2279740.15 25.00 0.00
6274753.47 2279741.02 25.00 0.00
6274753.47 2279747.75 25.00 0.00
6274745.22 2279747.75 25.00 0.00
6274745.66 2279766.85 25.00 0.00
6274749.35 2279766.85 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274805.99 2279788.33 25.00 0.00
6274831.16 2279788.98 25.00 0.00
6274830.94 2279771.84 25.00 0.00
6274835.07 2279771.62 25.00 0.00
6274835.50 2279750.35 25.00 0.00
6274831.16 2279749.92 25.00 0.00
6274831.81 2279741.46 25.00 0.00
6274806.42 2279740.80 25.00 0.00
6274806.20 2279749.48 25.00 0.00
6274802.95 2279749.70 25.00 0.00
6274802.95 2279771.40 25.00 0.00
6274806.64 2279770.97 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274753.69 2279730.39 25.00 0.00
6274787.54 2279731.04 25.00 0.00
6274787.76 2279722.58 25.00 0.00
6274796.22 2279722.58 25.00 0.00
6274796.65 2279703.69 25.00 0.00
6274792.10 2279703.04 25.00 0.00
6274792.10 2279683.51 25.00 0.00
6274771.05 2279682.86 25.00 0.00
6274771.05 2279687.85 25.00 0.00
6274749.78 2279687.64 25.00 0.00
6274750.00 2279705.00 25.00 0.00
6274746.09 2279704.35 25.00 0.00
6274745.44 2279723.88 25.00 0.00
6274753.69 2279724.09 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274806.42 2279730.39 25.00 0.00
6274832.24 2279730.82 25.00 0.00
6274832.03 2279722.79 25.00 0.00
6274835.72 2279722.58 25.00 0.00
6274835.72 2279700.66 25.00 0.00
6274832.24 2279700.44 25.00 0.00
6274832.03 2279683.08 25.00 0.00
6274806.85 2279683.08 25.00 0.00
6274807.07 2279700.87 25.00 0.00
6274803.82 2279700.66 25.00 0.00
6274803.60 2279722.79 25.00 0.00
6274806.64 2279723.01 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274750.00 2279647.49 25.00 0.00
6274770.83 2279647.49 25.00 0.00
6274771.05 2279652.05 25.00 0.00
6274791.88 2279652.26 25.00 0.00
6274791.88 2279631.65 25.00 0.00
6274796.65 2279630.78 25.00 0.00
6274795.57 2279612.98 25.00 0.00
6274787.97 2279613.42 25.00 0.00
6274788.84 2279603.22 25.00 0.00
6274753.90 2279604.09 25.00 0.00
6274753.90 2279610.81 25.00 0.00
6274745.66 2279610.81 25.00 0.00
6274746.09 2279629.91 25.00 0.00
6274749.78 2279629.91 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274754.12 2279593.45 25.00 0.00
6274787.97 2279594.10 25.00 0.00
6274788.19 2279585.64 25.00 0.00
6274796.65 2279585.64 25.00 0.00
6274797.09 2279566.76 25.00 0.00
6274792.53 2279566.11 25.00 0.00
6274792.53 2279546.58 25.00 0.00
6274771.48 2279545.93 25.00 0.00
6274771.48 2279550.92 25.00 0.00
6274750.21 2279550.70 25.00 0.00
6274750.43 2279568.06 25.00 0.00
6274746.52 2279567.41 25.00 0.00
Urban Crossroads, Inc.
193
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
6274745.87 2279586.94 25.00 0.00
6274754.12 2279587.16 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274806.42 2279651.39 25.00 0.00
6274831.59 2279652.05 25.00 0.00
6274831.38 2279634.90 25.00 0.00
6274835.50 2279634.68 25.00 0.00
6274835.93 2279613.42 25.00 0.00
6274831.59 2279612.98 25.00 0.00
6274832.24 2279604.52 25.00 0.00
6274806.85 2279603.87 25.00 0.00
6274806.64 2279612.55 25.00 0.00
6274803.38 2279612.77 25.00 0.00
6274803.38 2279634.47 25.00 0.00
6274807.07 2279634.03 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274806.85 2279593.45 25.00 0.00
6274832.68 2279593.89 25.00 0.00
6274832.46 2279585.86 25.00 0.00
6274836.15 2279585.64 25.00 0.00
6274836.15 2279563.72 25.00 0.00
6274832.68 2279563.50 25.00 0.00
6274832.46 2279546.14 25.00 0.00
6274807.29 2279546.14 25.00 0.00
6274807.51 2279563.94 25.00 0.00
6274804.25 2279563.72 25.00 0.00
6274804.03 2279585.86 25.00 0.00
6274807.07 2279586.07 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274722.44 2279860.60 25.00 0.00
6274737.63 2279860.38 25.00 0.00
6274738.71 2279834.99 25.00 0.00
6274742.62 2279834.99 25.00 0.00
6274742.83 2279772.92 25.00 0.00
6274738.71 2279773.36 25.00 0.00
6274738.49 2279747.75 25.00 0.00
6274722.22 2279746.88 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274722.87 2279723.88 25.00 0.00
6274738.06 2279723.66 25.00 0.00
6274739.15 2279698.27 25.00 0.00
6274743.05 2279698.27 25.00 0.00
6274743.27 2279636.20 25.00 0.00
6274739.15 2279636.64 25.00 0.00
6274738.93 2279611.03 25.00 0.00
6274722.65 2279610.16 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274723.30 2279588.03 25.00 0.00
6274738.49 2279587.81 25.00 0.00
6274739.58 2279562.42 25.00 0.00
6274743.49 2279562.42 25.00 0.00
6274743.70 2279500.35 25.00 0.00
6274739.58 2279500.79 25.00 0.00
6274739.36 2279475.18 25.00 0.00
6274723.09 2279474.31 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274723.30 2279450.01 25.00 0.00
6274738.49 2279449.79 25.00 0.00
6274739.58 2279424.40 25.00 0.00
6274743.49 2279424.40 25.00 0.00
6274743.70 2279362.33 25.00 0.00
6274739.58 2279362.77 25.00 0.00
6274739.36 2279337.16 25.00 0.00
6274723.09 2279336.29 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274954.21 2279719.10 25.00 0.00
6274969.40 2279718.89 25.00 0.00
6274970.48 2279693.50 25.00 0.00
6274974.39 2279693.50 25.00 0.00
6274974.61 2279631.43 25.00 0.00
6274970.48 2279631.86 25.00 0.00
6274970.27 2279606.26 25.00 0.00
6274953.99 2279605.39 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274894.68 2279626.16 25.00 0.00
6274915.27 2279625.92 25.00 0.00
6274915.62 2279631.04 25.00 0.00
6274934.43 2279630.56 25.00 0.00
6274934.43 2279623.18 25.00 0.00
6274943.00 2279622.35 25.00 0.00
6274942.76 2279592.24 25.00 0.00
6274937.52 2279592.00 25.00 0.00
6274937.52 2279579.15 25.00 0.00
6274926.69 2279579.03 25.00 0.00
6274926.81 2279575.22 25.00 0.00
Urban Crossroads, Inc.
194
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
6274909.55 2279575.10 25.00 0.00
6274909.55 2279580.58 25.00 0.00
6274897.65 2279579.98 25.00 0.00
6274897.53 2279584.39 25.00 0.00
6274895.15 2279584.50 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274980.96 2279642.11 25.00 0.00
6275001.91 2279642.23 25.00 0.00
6275002.26 2279647.46 25.00 0.00
6275022.85 2279647.34 25.00 0.00
6275023.33 2279626.99 25.00 0.00
6275027.85 2279626.75 25.00 0.00
6275027.49 2279607.47 25.00 0.00
6275019.16 2279607.36 25.00 0.00
6275018.69 2279599.26 25.00 0.00
6274985.01 2279599.26 25.00 0.00
6274984.53 2279606.05 25.00 0.00
6274976.68 2279605.93 25.00 0.00
6274976.80 2279625.33 25.00 0.00
6274980.72 2279625.21 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275038.09 2279647.22 25.00 0.00
6275063.08 2279647.46 25.00 0.00
6275063.08 2279630.09 25.00 0.00
6275067.13 2279629.73 25.00 0.00
6275067.24 2279608.07 25.00 0.00
6275063.32 2279607.59 25.00 0.00
6275063.20 2279599.26 25.00 0.00
6275038.32 2279599.26 25.00 0.00
6275038.21 2279607.59 25.00 0.00
6275034.16 2279607.59 25.00 0.00
6275034.16 2279629.73 25.00 0.00
6275037.97 2279629.61 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275077.84 2279646.99 25.00 0.00
6275119.97 2279647.58 25.00 0.00
6275120.56 2279637.58 25.00 0.00
6275127.70 2279636.75 25.00 0.00
6275127.58 2279622.59 25.00 0.00
6275124.37 2279622.47 25.00 0.00
6275124.37 2279607.95 25.00 0.00
6275116.28 2279607.59 25.00 0.00
6275116.04 2279599.38 25.00 0.00
6275082.48 2279599.62 25.00 0.00
6275082.48 2279607.71 25.00 0.00
6275073.79 2279607.95 25.00 0.00
6275074.03 2279626.75 25.00 0.00
6275077.96 2279626.87 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274977.03 2279588.79 25.00 0.00
6275006.91 2279589.03 25.00 0.00
6275006.79 2279580.70 25.00 0.00
6275015.71 2279580.22 25.00 0.00
6275015.12 2279561.77 25.00 0.00
6275011.43 2279561.42 25.00 0.00
6275010.83 2279541.18 25.00 0.00
6274969.06 2279541.07 25.00 0.00
6274968.82 2279542.61 25.00 0.00
6274965.37 2279542.85 25.00 0.00
6274965.25 2279556.06 25.00 0.00
6274960.13 2279555.47 25.00 0.00
6274960.25 2279572.01 25.00 0.00
6274963.35 2279571.89 25.00 0.00
6274964.30 2279582.96 25.00 0.00
6274977.75 2279582.96 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275026.42 2279588.67 25.00 0.00
6275050.23 2279588.67 25.00 0.00
6275051.06 2279580.82 25.00 0.00
6275055.11 2279580.22 25.00 0.00
6275055.22 2279558.80 25.00 0.00
6275050.94 2279558.44 25.00 0.00
6275051.42 2279541.42 25.00 0.00
6275025.95 2279540.59 25.00 0.00
6275025.95 2279558.32 25.00 0.00
6275022.73 2279558.56 25.00 0.00
6275022.14 2279580.70 25.00 0.00
6275026.07 2279580.93 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275070.34 2279588.79 25.00 0.00
6275100.45 2279589.15 25.00 0.00
6275100.45 2279583.67 25.00 0.00
6275114.02 2279583.67 25.00 0.00
Urban Crossroads, Inc.
195
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
6275113.66 2279572.84 25.00 0.00
6275117.94 2279572.48 25.00 0.00
6275117.47 2279556.54 25.00 0.00
6275112.35 2279556.18 25.00 0.00
6275112.11 2279543.56 25.00 0.00
6275108.30 2279543.68 25.00 0.00
6275108.07 2279541.30 25.00 0.00
6275065.94 2279541.54 25.00 0.00
6275065.94 2279561.89 25.00 0.00
6275061.77 2279562.01 25.00 0.00
6275062.60 2279581.17 25.00 0.00
6275070.22 2279581.05 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274804.68 2279379.69 25.00 0.00
6274829.86 2279380.34 25.00 0.00
6274829.64 2279363.20 25.00 0.00
6274833.76 2279362.98 25.00 0.00
6274834.20 2279341.72 25.00 0.00
6274829.86 2279341.28 25.00 0.00
6274830.51 2279332.82 25.00 0.00
6274805.12 2279332.17 25.00 0.00
6274804.90 2279340.85 25.00 0.00
6274801.65 2279341.06 25.00 0.00
6274801.65 2279362.77 25.00 0.00
6274805.33 2279362.33 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274748.26 2279375.79 25.00 0.00
6274769.09 2279375.79 25.00 0.00
6274769.31 2279380.34 25.00 0.00
6274790.14 2279380.56 25.00 0.00
6274790.14 2279359.94 25.00 0.00
6274794.92 2279359.08 25.00 0.00
6274793.83 2279341.28 25.00 0.00
6274786.24 2279341.72 25.00 0.00
6274787.11 2279331.52 25.00 0.00
6274752.17 2279332.38 25.00 0.00
6274752.17 2279339.11 25.00 0.00
6274743.92 2279339.11 25.00 0.00
6274744.35 2279358.21 25.00 0.00
6274748.04 2279358.21 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274752.38 2279321.75 25.00 0.00
6274786.24 2279322.40 25.00 0.00
6274786.45 2279313.94 25.00 0.00
6274794.92 2279313.94 25.00 0.00
6274795.35 2279295.06 25.00 0.00
6274790.79 2279294.41 25.00 0.00
6274790.79 2279274.88 25.00 0.00
6274769.74 2279274.22 25.00 0.00
6274769.74 2279279.22 25.00 0.00
6274748.48 2279279.00 25.00 0.00
6274748.69 2279296.36 25.00 0.00
6274744.79 2279295.71 25.00 0.00
6274744.14 2279315.24 25.00 0.00
6274752.38 2279315.46 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274805.12 2279321.75 25.00 0.00
6274830.94 2279322.18 25.00 0.00
6274830.73 2279314.15 25.00 0.00
6274834.41 2279313.94 25.00 0.00
6274834.41 2279292.02 25.00 0.00
6274830.94 2279291.80 25.00 0.00
6274830.73 2279274.44 25.00 0.00
6274805.55 2279274.44 25.00 0.00
6274805.77 2279292.24 25.00 0.00
6274802.51 2279292.02 25.00 0.00
6274802.30 2279314.15 25.00 0.00
6274805.33 2279314.37 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274806.85 2279182.86 25.00 0.00
6274832.68 2279183.30 25.00 0.00
6274832.46 2279175.27 25.00 0.00
6274836.15 2279175.05 25.00 0.00
6274836.15 2279153.13 25.00 0.00
6274832.68 2279152.91 25.00 0.00
6274832.46 2279135.55 25.00 0.00
6274807.29 2279135.55 25.00 0.00
6274807.51 2279153.35 25.00 0.00
6274804.25 2279153.13 25.00 0.00
6274804.03 2279175.27 25.00 0.00
6274807.07 2279175.48 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274754.12 2279182.86 25.00 0.00
Urban Crossroads, Inc.
196
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
6274787.97 2279183.51 25.00 0.00
6274788.19 2279175.05 25.00 0.00
6274796.65 2279175.05 25.00 0.00
6274797.09 2279156.17 25.00 0.00
6274792.53 2279155.52 25.00 0.00
6274792.53 2279135.99 25.00 0.00
6274771.48 2279135.34 25.00 0.00
6274771.48 2279140.33 25.00 0.00
6274750.21 2279140.11 25.00 0.00
6274750.43 2279157.47 25.00 0.00
6274746.52 2279156.82 25.00 0.00
6274745.87 2279176.35 25.00 0.00
6274754.12 2279176.57 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274806.42 2279240.80 25.00 0.00
6274831.59 2279241.46 25.00 0.00
6274831.38 2279224.31 25.00 0.00
6274835.50 2279224.09 25.00 0.00
6274835.93 2279202.83 25.00 0.00
6274831.59 2279202.39 25.00 0.00
6274832.24 2279193.93 25.00 0.00
6274806.85 2279193.28 25.00 0.00
6274806.64 2279201.96 25.00 0.00
6274803.38 2279202.18 25.00 0.00
6274803.38 2279223.88 25.00 0.00
6274807.07 2279223.44 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274750.00 2279236.90 25.00 0.00
6274770.83 2279236.90 25.00 0.00
6274771.05 2279241.46 25.00 0.00
6274791.88 2279241.67 25.00 0.00
6274791.88 2279221.06 25.00 0.00
6274796.65 2279220.19 25.00 0.00
6274795.57 2279202.39 25.00 0.00
6274787.97 2279202.83 25.00 0.00
6274788.84 2279192.63 25.00 0.00
6274753.90 2279193.50 25.00 0.00
6274753.90 2279200.22 25.00 0.00
6274745.66 2279200.22 25.00 0.00
6274746.09 2279219.32 25.00 0.00
6274749.78 2279219.32 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274724.17 2279317.19 25.00 0.00
6274739.36 2279316.98 25.00 0.00
6274740.45 2279291.59 25.00 0.00
6274744.35 2279291.59 25.00 0.00
6274744.57 2279229.52 25.00 0.00
6274740.45 2279229.95 25.00 0.00
6274740.23 2279204.35 25.00 0.00
6274723.95 2279203.48 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274724.17 2279179.17 25.00 0.00
6274739.36 2279178.96 25.00 0.00
6274740.45 2279153.56 25.00 0.00
6274744.35 2279153.56 25.00 0.00
6274744.57 2279091.50 25.00 0.00
6274740.45 2279091.93 25.00 0.00
6274740.23 2279066.33 25.00 0.00
6274723.95 2279065.46 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274895.18 2279308.08 25.00 0.00
6274914.71 2279307.86 25.00 0.00
6274914.93 2279312.64 25.00 0.00
6274934.24 2279313.07 25.00 0.00
6274934.24 2279304.39 25.00 0.00
6274942.05 2279303.96 25.00 0.00
6274942.92 2279270.10 25.00 0.00
6274934.02 2279269.67 25.00 0.00
6274934.02 2279262.07 25.00 0.00
6274915.14 2279262.51 25.00 0.00
6274915.14 2279265.98 25.00 0.00
6274894.74 2279265.76 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274908.63 2279508.60 25.00 0.00
6274950.52 2279508.82 25.00 0.00
6274951.17 2279489.29 25.00 0.00
6274954.64 2279487.55 25.00 0.00
6274955.07 2279468.67 25.00 0.00
6274946.39 2279468.67 25.00 0.00
6274946.61 2279460.86 25.00 0.00
6274913.62 2279461.07 25.00 0.00
6274912.97 2279468.89 25.00 0.00
6274904.73 2279469.54 25.00 0.00
Urban Crossroads, Inc.
197
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
6274904.29 2279483.86 25.00 0.00
6274901.47 2279483.86 25.00 0.00
6274901.26 2279487.98 25.00 0.00
6274908.85 2279488.20 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275038.09 2279232.29 25.00 0.00
6275063.08 2279232.53 25.00 0.00
6275063.08 2279215.16 25.00 0.00
6275067.13 2279214.80 25.00 0.00
6275067.24 2279193.14 25.00 0.00
6275063.32 2279192.66 25.00 0.00
6275063.20 2279184.33 25.00 0.00
6275038.32 2279184.33 25.00 0.00
6275038.21 2279192.66 25.00 0.00
6275034.16 2279192.66 25.00 0.00
6275034.16 2279214.80 25.00 0.00
6275037.97 2279214.68 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275081.59 2279451.31 25.00 0.00
6275115.88 2279451.96 25.00 0.00
6275115.45 2279443.28 25.00 0.00
6275123.91 2279442.84 25.00 0.00
6275124.78 2279413.33 25.00 0.00
6275120.22 2279413.11 25.00 0.00
6275119.57 2279402.48 25.00 0.00
6275077.90 2279402.70 25.00 0.00
6275077.69 2279423.96 25.00 0.00
6275073.13 2279423.31 25.00 0.00
6275073.78 2279442.63 25.00 0.00
6275081.38 2279443.06 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274984.81 2279312.85 25.00 0.00
6275018.44 2279312.85 25.00 0.00
6275018.88 2279304.17 25.00 0.00
6275027.34 2279303.96 25.00 0.00
6275027.12 2279285.29 25.00 0.00
6275022.57 2279285.29 25.00 0.00
6275023.22 2279264.46 25.00 0.00
6275002.38 2279264.89 25.00 0.00
6275001.73 2279270.32 25.00 0.00
6274981.55 2279270.10 25.00 0.00
6274980.47 2279286.59 25.00 0.00
6274975.91 2279286.16 25.00 0.00
6274976.34 2279305.47 25.00 0.00
6274984.37 2279305.69 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274980.03 2279365.80 25.00 0.00
6275001.95 2279365.37 25.00 0.00
6275001.52 2279371.01 25.00 0.00
6275022.13 2279370.58 25.00 0.00
6275022.78 2279350.18 25.00 0.00
6275026.69 2279350.18 25.00 0.00
6275027.12 2279331.30 25.00 0.00
6275018.44 2279331.30 25.00 0.00
6275018.44 2279322.62 25.00 0.00
6274983.94 2279323.05 25.00 0.00
6274983.72 2279329.78 25.00 0.00
6274975.91 2279329.35 25.00 0.00
6274976.12 2279348.88 25.00 0.00
6274980.03 2279348.44 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275077.47 2279371.66 25.00 0.00
6275119.79 2279371.45 25.00 0.00
6275120.22 2279361.68 25.00 0.00
6275126.30 2279360.38 25.00 0.00
6275126.95 2279346.27 25.00 0.00
6275123.91 2279346.06 25.00 0.00
6275123.91 2279331.73 25.00 0.00
6275115.23 2279331.95 25.00 0.00
6275115.45 2279323.27 25.00 0.00
6275082.03 2279322.40 25.00 0.00
6275081.81 2279331.30 25.00 0.00
6275073.78 2279331.30 25.00 0.00
6275074.00 2279350.40 25.00 0.00
6275077.25 2279350.40 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274894.74 2279251.22 25.00 0.00
6274912.32 2279250.79 25.00 0.00
6274912.97 2279254.91 25.00 0.00
6274934.46 2279254.91 25.00 0.00
6274934.24 2279250.79 25.00 0.00
6274943.36 2279251.22 25.00 0.00
6274942.70 2279225.83 25.00 0.00
Urban Crossroads, Inc.
198
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
6274934.68 2279226.70 25.00 0.00
6274934.68 2279222.36 25.00 0.00
6274912.32 2279221.92 25.00 0.00
6274912.11 2279226.48 25.00 0.00
6274894.96 2279226.48 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274894.68 2279211.23 25.00 0.00
6274915.27 2279210.99 25.00 0.00
6274915.62 2279216.11 25.00 0.00
6274934.43 2279215.63 25.00 0.00
6274934.43 2279208.25 25.00 0.00
6274943.00 2279207.42 25.00 0.00
6274942.76 2279177.31 25.00 0.00
6274937.52 2279177.07 25.00 0.00
6274937.52 2279164.22 25.00 0.00
6274926.69 2279164.10 25.00 0.00
6274926.81 2279160.29 25.00 0.00
6274909.55 2279160.17 25.00 0.00
6274909.55 2279165.65 25.00 0.00
6274897.65 2279165.05 25.00 0.00
6274897.53 2279169.46 25.00 0.00
6274895.15 2279169.57 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274952.04 2279443.06 25.00 0.00
6274969.18 2279443.28 25.00 0.00
6274969.61 2279417.67 25.00 0.00
6274972.87 2279417.67 25.00 0.00
6274973.74 2279355.82 25.00 0.00
6274970.05 2279356.04 25.00 0.00
6274969.40 2279330.21 25.00 0.00
6274952.90 2279330.21 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274952.04 2279443.06 25.00 0.00
6274969.18 2279443.28 25.00 0.00
6274969.61 2279417.67 25.00 0.00
6274972.87 2279417.67 25.00 0.00
6274973.74 2279355.82 25.00 0.00
6274970.05 2279356.04 25.00 0.00
6274969.40 2279330.21 25.00 0.00
6274952.90 2279330.21 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274984.15 2279451.31 25.00 0.00
6275017.57 2279450.87 25.00 0.00
6275017.79 2279443.28 25.00 0.00
6275027.34 2279442.84 25.00 0.00
6275026.69 2279423.53 25.00 0.00
6275022.57 2279423.31 25.00 0.00
6275022.78 2279402.70 25.00 0.00
6275002.17 2279402.70 25.00 0.00
6275001.73 2279408.12 25.00 0.00
6274980.47 2279407.90 25.00 0.00
6274980.25 2279424.61 25.00 0.00
6274976.34 2279424.61 25.00 0.00
6274976.56 2279444.36 25.00 0.00
6274983.94 2279444.15 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275037.54 2279312.85 25.00 0.00
6275063.36 2279312.64 25.00 0.00
6275062.71 2279304.61 25.00 0.00
6275066.62 2279304.17 25.00 0.00
6275066.62 2279282.04 25.00 0.00
6275062.50 2279282.04 25.00 0.00
6275062.28 2279264.68 25.00 0.00
6275038.19 2279265.11 25.00 0.00
6275037.54 2279282.47 25.00 0.00
6275034.07 2279282.25 25.00 0.00
6275034.28 2279303.74 25.00 0.00
6275037.54 2279303.74 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275037.32 2279369.93 25.00 0.00
6275061.63 2279370.14 25.00 0.00
6275062.06 2279353.87 25.00 0.00
6275065.97 2279353.43 25.00 0.00
6275066.84 2279331.73 25.00 0.00
6275062.93 2279331.52 25.00 0.00
6275062.71 2279323.05 25.00 0.00
6275037.76 2279322.84 25.00 0.00
6275037.54 2279331.08 25.00 0.00
6275033.63 2279331.52 25.00 0.00
6275034.07 2279353.22 25.00 0.00
6275037.11 2279353.00 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275080.94 2279312.42 25.00 0.00
6275115.88 2279313.50 25.00 0.00
Urban Crossroads, Inc.
199
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
6275116.10 2279305.69 25.00 0.00
6275124.13 2279305.26 25.00 0.00
6275124.56 2279291.15 25.00 0.00
6275127.17 2279290.72 25.00 0.00
6275126.30 2279274.44 25.00 0.00
6275120.01 2279274.44 25.00 0.00
6275120.22 2279264.46 25.00 0.00
6275077.25 2279265.98 25.00 0.00
6275077.69 2279285.08 25.00 0.00
6275072.91 2279285.08 25.00 0.00
6275074.22 2279305.04 25.00 0.00
6275081.81 2279304.82 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274895.18 2279405.73 25.00 0.00
6274914.71 2279405.52 25.00 0.00
6274914.93 2279410.29 25.00 0.00
6274934.24 2279410.73 25.00 0.00
6274934.24 2279402.05 25.00 0.00
6274942.05 2279401.61 25.00 0.00
6274942.92 2279367.76 25.00 0.00
6274934.02 2279367.32 25.00 0.00
6274934.02 2279359.73 25.00 0.00
6274915.14 2279360.16 25.00 0.00
6274915.14 2279363.63 25.00 0.00
6274894.74 2279363.42 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275077.84 2279232.06 25.00 0.00
6275119.97 2279232.65 25.00 0.00
6275120.56 2279222.65 25.00 0.00
6275127.70 2279221.82 25.00 0.00
6275127.58 2279207.66 25.00 0.00
6275124.37 2279207.54 25.00 0.00
6275124.37 2279193.02 25.00 0.00
6275116.28 2279192.66 25.00 0.00
6275116.04 2279184.45 25.00 0.00
6275082.48 2279184.69 25.00 0.00
6275082.48 2279192.78 25.00 0.00
6275073.79 2279193.02 25.00 0.00
6275074.03 2279211.82 25.00 0.00
6275077.96 2279211.94 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274894.09 2279348.44 25.00 0.00
6274911.67 2279348.01 25.00 0.00
6274912.32 2279352.13 25.00 0.00
6274933.81 2279352.13 25.00 0.00
6274933.59 2279348.01 25.00 0.00
6274942.70 2279348.44 25.00 0.00
6274942.05 2279323.05 25.00 0.00
6274934.02 2279323.92 25.00 0.00
6274934.02 2279319.58 25.00 0.00
6274911.67 2279319.15 25.00 0.00
6274911.45 2279323.70 25.00 0.00
6274894.31 2279323.70 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275037.54 2279451.09 25.00 0.00
6275062.71 2279451.09 25.00 0.00
6275061.85 2279442.63 25.00 0.00
6275065.97 2279442.41 25.00 0.00
6275066.19 2279420.71 25.00 0.00
6275062.06 2279420.27 25.00 0.00
6275062.06 2279403.56 25.00 0.00
6275037.11 2279403.35 25.00 0.00
6275036.24 2279420.49 25.00 0.00
6275032.98 2279420.71 25.00 0.00
6275033.42 2279442.41 25.00 0.00
6275037.97 2279442.41 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274954.21 2279304.17 25.00 0.00
6274969.40 2279303.96 25.00 0.00
6274970.48 2279278.56 25.00 0.00
6274974.39 2279278.56 25.00 0.00
6274974.61 2279216.50 25.00 0.00
6274970.48 2279216.93 25.00 0.00
6274970.27 2279191.33 25.00 0.00
6274953.99 2279190.46 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274980.96 2279227.18 25.00 0.00
6275001.91 2279227.30 25.00 0.00
6275002.26 2279232.53 25.00 0.00
6275022.85 2279232.41 25.00 0.00
6275023.33 2279212.06 25.00 0.00
6275027.85 2279211.82 25.00 0.00
6275027.49 2279192.54 25.00 0.00
Urban Crossroads, Inc.
200
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
6275019.16 2279192.42 25.00 0.00
6275018.69 2279184.33 25.00 0.00
6274985.01 2279184.33 25.00 0.00
6274984.53 2279191.12 25.00 0.00
6274976.68 2279191.00 25.00 0.00
6274976.80 2279210.40 25.00 0.00
6274980.72 2279210.28 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274894.09 2279446.10 25.00 0.00
6274911.67 2279445.67 25.00 0.00
6274912.32 2279449.79 25.00 0.00
6274933.81 2279449.79 25.00 0.00
6274933.59 2279445.67 25.00 0.00
6274942.70 2279446.10 25.00 0.00
6274942.05 2279420.71 25.00 0.00
6274934.02 2279421.58 25.00 0.00
6274934.02 2279417.24 25.00 0.00
6274911.67 2279416.80 25.00 0.00
6274911.45 2279421.36 25.00 0.00
6274894.31 2279421.36 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274749.94 2279510.85 25.00 0.00
6274772.03 2279510.73 25.00 0.00
6274771.79 2279515.92 25.00 0.00
6274792.31 2279515.80 25.00 0.00
6274793.03 2279496.00 25.00 0.00
6274797.26 2279495.88 25.00 0.00
6274796.90 2279476.69 25.00 0.00
6274789.41 2279476.81 25.00 0.00
6274788.69 2279467.88 25.00 0.00
6274754.05 2279467.88 25.00 0.00
6274754.41 2279475.12 25.00 0.00
6274746.20 2279475.12 25.00 0.00
6274746.20 2279493.71 25.00 0.00
6274750.18 2279493.83 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274754.41 2279457.13 25.00 0.00
6274788.45 2279457.74 25.00 0.00
6274788.81 2279449.41 25.00 0.00
6274797.02 2279449.29 25.00 0.00
6274797.02 2279430.34 25.00 0.00
6274793.03 2279430.22 25.00 0.00
6274792.91 2279409.82 25.00 0.00
6274772.27 2279409.58 25.00 0.00
6274771.79 2279414.77 25.00 0.00
6274750.42 2279414.65 25.00 0.00
6274750.67 2279432.15 25.00 0.00
6274746.44 2279431.91 25.00 0.00
6274746.56 2279450.62 25.00 0.00
6274754.65 2279450.74 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274807.52 2279457.74 25.00 0.00
6274832.50 2279457.62 25.00 0.00
6274832.99 2279449.29 25.00 0.00
6274836.73 2279449.17 25.00 0.00
6274836.49 2279427.20 25.00 0.00
6274832.14 2279427.56 25.00 0.00
6274832.50 2279410.18 25.00 0.00
6274807.64 2279410.18 25.00 0.00
6274807.64 2279427.32 25.00 0.00
6274803.90 2279427.20 25.00 0.00
6274804.14 2279449.53 25.00 0.00
6274808.00 2279449.05 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275015.18 2279508.97 25.00 0.00
6275039.27 2279509.19 25.00 0.00
6275039.70 2279491.18 25.00 0.00
6275043.82 2279490.74 25.00 0.00
6275043.61 2279469.26 25.00 0.00
6275039.92 2279469.47 25.00 0.00
6275039.92 2279461.66 25.00 0.00
6275015.39 2279461.66 25.00 0.00
6275015.39 2279469.47 25.00 0.00
6275011.71 2279469.69 25.00 0.00
6275011.49 2279491.39 25.00 0.00
6275014.96 2279490.96 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275054.83 2279508.19 25.00 0.00
6275096.49 2279508.41 25.00 0.00
6275096.28 2279506.46 25.00 0.00
6275100.40 2279506.02 25.00 0.00
6275100.18 2279493.44 25.00 0.00
6275105.61 2279492.57 25.00 0.00
Urban Crossroads, Inc.
201
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
6275105.61 2279477.81 25.00 0.00
6275101.48 2279476.94 25.00 0.00
6275101.70 2279466.09 25.00 0.00
6275088.03 2279466.53 25.00 0.00
6275088.25 2279460.88 25.00 0.00
6275058.73 2279460.67 25.00 0.00
6275058.73 2279468.48 25.00 0.00
6275050.70 2279468.70 25.00 0.00
6275050.27 2279487.58 25.00 0.00
6275053.96 2279487.36 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274965.87 2279508.54 25.00 0.00
6274989.96 2279508.75 25.00 0.00
6274990.40 2279490.74 25.00 0.00
6274994.52 2279490.31 25.00 0.00
6274994.30 2279468.82 25.00 0.00
6274990.61 2279469.04 25.00 0.00
6274990.61 2279461.23 25.00 0.00
6274966.09 2279461.23 25.00 0.00
6274966.09 2279469.04 25.00 0.00
6274962.40 2279469.26 25.00 0.00
6274962.18 2279490.96 25.00 0.00
6274965.66 2279490.52 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275099.88 2279172.89 25.00 0.00
6275129.99 2279173.25 25.00 0.00
6275129.99 2279167.77 25.00 0.00
6275143.56 2279167.77 25.00 0.00
6275143.21 2279156.94 25.00 0.00
6275147.49 2279156.59 25.00 0.00
6275147.01 2279140.64 25.00 0.00
6275141.90 2279140.28 25.00 0.00
6275141.66 2279127.67 25.00 0.00
6275137.85 2279127.78 25.00 0.00
6275137.61 2279125.40 25.00 0.00
6275095.48 2279125.64 25.00 0.00
6275095.48 2279145.99 25.00 0.00
6275091.32 2279146.11 25.00 0.00
6275092.15 2279165.27 25.00 0.00
6275099.77 2279165.15 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275056.05 2279173.26 25.00 0.00
6275079.85 2279173.26 25.00 0.00
6275080.69 2279165.40 25.00 0.00
6275084.73 2279164.81 25.00 0.00
6275084.85 2279143.38 25.00 0.00
6275080.57 2279143.03 25.00 0.00
6275081.04 2279126.01 25.00 0.00
6275055.57 2279125.17 25.00 0.00
6275055.57 2279142.91 25.00 0.00
6275052.36 2279143.15 25.00 0.00
6275051.77 2279165.28 25.00 0.00
6275055.69 2279165.52 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275002.85 2279172.95 25.00 0.00
6275036.67 2279173.44 25.00 0.00
6275036.67 2279164.72 25.00 0.00
6275044.91 2279164.64 25.00 0.00
6275044.99 2279146.15 25.00 0.00
6275040.79 2279145.67 25.00 0.00
6275040.79 2279125.16 25.00 0.00
6274998.49 2279124.84 25.00 0.00
6274998.57 2279145.59 25.00 0.00
6274993.81 2279145.67 25.00 0.00
6274994.21 2279165.45 25.00 0.00
6275002.85 2279165.36 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274958.53 2279172.87 25.00 0.00
6274983.80 2279173.19 25.00 0.00
6274983.80 2279164.96 25.00 0.00
6274987.59 2279164.96 25.00 0.00
6274987.59 2279142.36 25.00 0.00
6274983.40 2279142.44 25.00 0.00
6274983.64 2279125.32 25.00 0.00
6274958.13 2279125.00 25.00 0.00
6274958.37 2279142.52 25.00 0.00
6274954.58 2279142.28 25.00 0.00
6274954.66 2279164.72 25.00 0.00
6274958.45 2279164.64 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274752.21 2279101.15 25.00 0.00
6274772.38 2279101.37 25.00 0.00
6274773.03 2279105.92 25.00 0.00
Urban Crossroads, Inc.
202
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
6274793.42 2279106.57 25.00 0.00
6274793.42 2279086.19 25.00 0.00
6274798.62 2279085.97 25.00 0.00
6274798.84 2279066.45 25.00 0.00
6274790.38 2279066.45 25.00 0.00
6274789.30 2279059.08 25.00 0.00
6274756.33 2279058.21 25.00 0.00
6274755.46 2279065.80 25.00 0.00
6274747.01 2279065.37 25.00 0.00
6274747.66 2279084.67 25.00 0.00
6274751.99 2279084.24 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274808.60 2279106.36 25.00 0.00
6274833.10 2279105.92 25.00 0.00
6274833.10 2279088.79 25.00 0.00
6274837.44 2279088.36 25.00 0.00
6274836.79 2279067.32 25.00 0.00
6274833.32 2279067.32 25.00 0.00
6274833.54 2279058.86 25.00 0.00
6274808.60 2279058.64 25.00 0.00
6274808.38 2279067.32 25.00 0.00
6274804.91 2279066.89 25.00 0.00
6274805.78 2279088.57 25.00 0.00
6274809.03 2279088.57 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274868.02 2279043.46 25.00 0.00
6274891.66 2279043.25 25.00 0.00
6274891.66 2279034.79 25.00 0.00
6274896.43 2279035.01 25.00 0.00
6274896.21 2279013.10 25.00 0.00
6274893.18 2279013.10 25.00 0.00
6274891.88 2278995.53 25.00 0.00
6274867.80 2278996.18 25.00 0.00
6274867.37 2279012.88 25.00 0.00
6274863.90 2279013.10 25.00 0.00
6274863.90 2279034.57 25.00 0.00
6274867.15 2279034.57 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274803.83 2279043.68 25.00 0.00
6274824.65 2279043.68 25.00 0.00
6274825.08 2279048.02 25.00 0.00
6274844.16 2279048.45 25.00 0.00
6274844.16 2279039.99 25.00 0.00
6274852.19 2279039.56 25.00 0.00
6274851.97 2279006.16 25.00 0.00
6274844.60 2279005.94 25.00 0.00
6274844.38 2278997.05 25.00 0.00
6274825.08 2278997.27 25.00 0.00
6274824.65 2279001.82 25.00 0.00
6274804.69 2279001.17 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274732.04 2279050.84 25.00 0.00
6274751.13 2279051.27 25.00 0.00
6274751.34 2279047.15 25.00 0.00
6274771.51 2279046.50 25.00 0.00
6274771.51 2279004.43 25.00 0.00
6274751.13 2279004.21 25.00 0.00
6274751.78 2279000.52 25.00 0.00
6274732.91 2279000.09 25.00 0.00
6274732.69 2279008.55 25.00 0.00
6274724.02 2279008.55 25.00 0.00
6274724.02 2279042.38 25.00 0.00
6274732.26 2279041.94 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274732.91 2278992.93 25.00 0.00
6274754.38 2278993.37 25.00 0.00
6274754.60 2278989.68 25.00 0.00
6274772.16 2278989.68 25.00 0.00
6274771.73 2278964.52 25.00 0.00
6274754.60 2278964.30 25.00 0.00
6274753.95 2278960.62 25.00 0.00
6274732.69 2278960.40 25.00 0.00
6274732.69 2278963.87 25.00 0.00
6274723.80 2278964.09 25.00 0.00
6274723.80 2278988.59 25.00 0.00
6274732.91 2278989.24 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274732.04 2278953.89 25.00 0.00
6274751.13 2278954.33 25.00 0.00
6274751.34 2278950.21 25.00 0.00
6274771.51 2278949.56 25.00 0.00
6274771.51 2278907.48 25.00 0.00
6274751.13 2278907.27 25.00 0.00
Urban Crossroads, Inc.
203
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
6274751.78 2278903.58 25.00 0.00
6274732.91 2278903.15 25.00 0.00
6274732.69 2278911.60 25.00 0.00
6274724.02 2278911.60 25.00 0.00
6274724.02 2278945.44 25.00 0.00
6274732.26 2278945.00 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274732.91 2278895.99 25.00 0.00
6274754.38 2278896.42 25.00 0.00
6274754.60 2278892.74 25.00 0.00
6274772.16 2278892.74 25.00 0.00
6274771.73 2278867.58 25.00 0.00
6274754.60 2278867.36 25.00 0.00
6274753.95 2278863.68 25.00 0.00
6274732.69 2278863.46 25.00 0.00
6274732.69 2278866.93 25.00 0.00
6274723.80 2278867.15 25.00 0.00
6274723.80 2278891.65 25.00 0.00
6274732.91 2278892.30 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274733.00 2278856.55 25.00 0.00
6274751.22 2278856.55 25.00 0.00
6274752.09 2278853.26 25.00 0.00
6274772.50 2278852.38 25.00 0.00
6274772.94 2278809.60 25.00 0.00
6274770.30 2278809.81 25.00 0.00
6274770.30 2278805.87 25.00 0.00
6274758.02 2278806.08 25.00 0.00
6274758.02 2278801.04 25.00 0.00
6274742.00 2278801.26 25.00 0.00
6274741.34 2278805.21 25.00 0.00
6274730.15 2278804.33 25.00 0.00
6274730.15 2278818.15 25.00 0.00
6274724.23 2278817.49 25.00 0.00
6274724.67 2278847.55 25.00 0.00
6274732.78 2278847.33 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274872.11 2278856.77 25.00 0.00
6274890.32 2278856.77 25.00 0.00
6274891.20 2278853.48 25.00 0.00
6274911.60 2278852.60 25.00 0.00
6274912.04 2278809.81 25.00 0.00
6274909.41 2278810.03 25.00 0.00
6274909.41 2278806.08 25.00 0.00
6274897.12 2278806.30 25.00 0.00
6274897.12 2278801.26 25.00 0.00
6274881.11 2278801.48 25.00 0.00
6274880.45 2278805.43 25.00 0.00
6274869.26 2278804.55 25.00 0.00
6274869.26 2278818.37 25.00 0.00
6274863.33 2278817.71 25.00 0.00
6274863.77 2278847.77 25.00 0.00
6274871.89 2278847.55 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274806.51 2278950.02 25.00 0.00
6274819.01 2278950.02 25.00 0.00
6274819.45 2278955.28 25.00 0.00
6274835.91 2278955.06 25.00 0.00
6274836.13 2278951.77 25.00 0.00
6274846.22 2278950.90 25.00 0.00
6274846.44 2278938.17 25.00 0.00
6274852.14 2278937.73 25.00 0.00
6274852.36 2278908.55 25.00 0.00
6274844.68 2278908.33 25.00 0.00
6274844.47 2278900.43 25.00 0.00
6274825.38 2278900.43 25.00 0.00
6274825.60 2278903.72 25.00 0.00
6274805.19 2278904.38 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274805.41 2278888.80 25.00 0.00
6274822.52 2278888.80 25.00 0.00
6274822.74 2278893.19 25.00 0.00
6274844.25 2278893.41 25.00 0.00
6274844.47 2278889.46 25.00 0.00
6274852.80 2278888.58 25.00 0.00
6274852.80 2278864.01 25.00 0.00
6274844.25 2278864.23 25.00 0.00
6274844.47 2278859.62 25.00 0.00
6274822.96 2278860.28 25.00 0.00
6274822.09 2278864.67 25.00 0.00
6274805.63 2278864.23 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274825.60 2278854.57 25.00 0.00
Urban Crossroads, Inc.
204
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
6274844.68 2278854.36 25.00 0.00
6274844.25 2278847.33 25.00 0.00
6274853.46 2278846.90 25.00 0.00
6274853.02 2278813.11 25.00 0.00
6274844.90 2278812.67 25.00 0.00
6274844.90 2278804.55 25.00 0.00
6274830.20 2278804.11 25.00 0.00
6274829.76 2278800.82 25.00 0.00
6274815.06 2278801.26 25.00 0.00
6274814.84 2278808.06 25.00 0.00
6274805.85 2278808.50 25.00 0.00
6274806.29 2278850.41 25.00 0.00
6274825.38 2278851.06 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274871.89 2278896.70 25.00 0.00
6274893.39 2278896.26 25.00 0.00
6274893.61 2278892.53 25.00 0.00
6274910.95 2278892.75 25.00 0.00
6274910.95 2278867.52 25.00 0.00
6274893.17 2278867.30 25.00 0.00
6274893.17 2278863.57 25.00 0.00
6274871.67 2278863.57 25.00 0.00
6274871.67 2278867.74 25.00 0.00
6274863.12 2278867.30 25.00 0.00
6274862.46 2278892.53 25.00 0.00
6274871.23 2278892.09 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274871.67 2278953.09 25.00 0.00
6274885.71 2278953.53 25.00 0.00
6274886.37 2278955.72 25.00 0.00
6274900.85 2278955.72 25.00 0.00
6274901.07 2278948.48 25.00 0.00
6274910.51 2278948.26 25.00 0.00
6274910.51 2278907.23 25.00 0.00
6274890.76 2278905.92 25.00 0.00
6274890.32 2278901.53 25.00 0.00
6274871.01 2278902.19 25.00 0.00
6274871.67 2278909.65 25.00 0.00
6274862.68 2278910.30 25.00 0.00
6274863.77 2278943.87 25.00 0.00
6274871.23 2278943.44 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274962.07 2278856.11 25.00 0.00
6274981.16 2278855.89 25.00 0.00
6274980.72 2278848.87 25.00 0.00
6274989.93 2278848.43 25.00 0.00
6274989.50 2278814.64 25.00 0.00
6274981.38 2278814.20 25.00 0.00
6274981.38 2278806.08 25.00 0.00
6274966.68 2278805.65 25.00 0.00
6274966.24 2278802.35 25.00 0.00
6274951.54 2278802.79 25.00 0.00
6274951.32 2278809.60 25.00 0.00
6274942.32 2278810.03 25.00 0.00
6274942.76 2278851.94 25.00 0.00
6274961.85 2278852.60 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274941.88 2278890.34 25.00 0.00
6274959.00 2278890.34 25.00 0.00
6274959.22 2278894.73 25.00 0.00
6274980.72 2278894.95 25.00 0.00
6274980.94 2278891.00 25.00 0.00
6274989.28 2278890.12 25.00 0.00
6274989.28 2278865.55 25.00 0.00
6274980.72 2278865.76 25.00 0.00
6274980.94 2278861.16 25.00 0.00
6274959.44 2278861.82 25.00 0.00
6274958.56 2278866.20 25.00 0.00
6274942.10 2278865.76 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274940.79 2278948.26 25.00 0.00
6274951.54 2278949.14 25.00 0.00
6274950.66 2278955.94 25.00 0.00
6274966.46 2278955.94 25.00 0.00
6274966.46 2278953.31 25.00 0.00
6274980.72 2278952.65 25.00 0.00
6274980.94 2278944.53 25.00 0.00
6274988.84 2278944.31 25.00 0.00
6274989.06 2278910.30 25.00 0.00
6274980.72 2278910.09 25.00 0.00
6274981.16 2278901.75 25.00 0.00
6274961.41 2278901.75 25.00 0.00
Urban Crossroads, Inc.
205
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
6274961.85 2278906.36 25.00 0.00
6274940.57 2278906.36 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275104.03 2278858.74 25.00 0.00
6275122.24 2278858.74 25.00 0.00
6275123.12 2278855.45 25.00 0.00
6275143.52 2278854.57 25.00 0.00
6275143.96 2278811.79 25.00 0.00
6275141.33 2278812.01 25.00 0.00
6275141.33 2278808.06 25.00 0.00
6275129.04 2278808.28 25.00 0.00
6275129.04 2278803.23 25.00 0.00
6275113.02 2278803.45 25.00 0.00
6275112.37 2278807.40 25.00 0.00
6275101.18 2278806.52 25.00 0.00
6275101.18 2278820.35 25.00 0.00
6275095.25 2278819.69 25.00 0.00
6275095.69 2278849.75 25.00 0.00
6275103.81 2278849.53 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275103.59 2278955.06 25.00 0.00
6275117.63 2278955.50 25.00 0.00
6275118.29 2278957.70 25.00 0.00
6275132.77 2278957.70 25.00 0.00
6275132.99 2278950.46 25.00 0.00
6275142.43 2278950.24 25.00 0.00
6275142.43 2278909.21 25.00 0.00
6275122.68 2278907.89 25.00 0.00
6275122.24 2278903.50 25.00 0.00
6275102.93 2278904.16 25.00 0.00
6275103.59 2278911.62 25.00 0.00
6275094.59 2278912.28 25.00 0.00
6275095.69 2278945.85 25.00 0.00
6275103.15 2278945.41 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275103.81 2278898.68 25.00 0.00
6275125.31 2278898.24 25.00 0.00
6275125.53 2278894.51 25.00 0.00
6275142.86 2278894.73 25.00 0.00
6275142.86 2278869.49 25.00 0.00
6275125.09 2278869.28 25.00 0.00
6275125.09 2278865.55 25.00 0.00
6275103.59 2278865.55 25.00 0.00
6275103.59 2278869.71 25.00 0.00
6275095.03 2278869.28 25.00 0.00
6275094.37 2278894.51 25.00 0.00
6275103.15 2278894.07 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275190.26 2278953.09 25.00 0.00
6275204.52 2278953.31 25.00 0.00
6275204.74 2278956.60 25.00 0.00
6275220.54 2278956.38 25.00 0.00
6275220.97 2278949.80 25.00 0.00
6275229.97 2278949.36 25.00 0.00
6275229.31 2278907.01 25.00 0.00
6275209.35 2278906.36 25.00 0.00
6275209.57 2278901.97 25.00 0.00
6275190.48 2278902.19 25.00 0.00
6275190.26 2278911.84 25.00 0.00
6275182.36 2278911.40 25.00 0.00
6275182.36 2278945.19 25.00 0.00
6275191.35 2278944.75 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275190.26 2278896.26 25.00 0.00
6275212.20 2278895.82 25.00 0.00
6275213.08 2278892.53 25.00 0.00
6275230.41 2278891.87 25.00 0.00
6275229.97 2278866.64 25.00 0.00
6275213.08 2278866.42 25.00 0.00
6275213.08 2278863.13 25.00 0.00
6275190.48 2278862.91 25.00 0.00
6275190.48 2278866.42 25.00 0.00
6275183.02 2278866.64 25.00 0.00
6275182.80 2278891.65 25.00 0.00
6275190.70 2278891.87 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275190.48 2278856.33 25.00 0.00
6275209.57 2278855.89 25.00 0.00
6275210.22 2278852.38 25.00 0.00
6275230.63 2278851.94 25.00 0.00
6275230.41 2278809.60 25.00 0.00
6275220.32 2278809.38 25.00 0.00
6275220.32 2278802.79 25.00 0.00
Urban Crossroads, Inc.
206
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
6275204.96 2278803.01 25.00 0.00
6275204.52 2278805.21 25.00 0.00
6275191.13 2278804.55 25.00 0.00
6275190.70 2278813.33 25.00 0.00
6275182.36 2278813.11 25.00 0.00
6275182.36 2278846.68 25.00 0.00
6275190.48 2278846.90 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275260.91 2278859.84 25.00 0.00
6275280.87 2278859.84 25.00 0.00
6275281.09 2278864.01 25.00 0.00
6275300.40 2278864.01 25.00 0.00
6275300.18 2278856.11 25.00 0.00
6275308.74 2278855.67 25.00 0.00
6275309.18 2278825.83 25.00 0.00
6275303.91 2278825.39 25.00 0.00
6275303.25 2278812.01 25.00 0.00
6275291.84 2278812.23 25.00 0.00
6275292.28 2278808.72 25.00 0.00
6275275.61 2278808.94 25.00 0.00
6275276.05 2278813.11 25.00 0.00
6275263.54 2278812.89 25.00 0.00
6275263.32 2278817.06 25.00 0.00
6275260.91 2278817.49 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275260.91 2278899.55 25.00 0.00
6275278.02 2278899.77 25.00 0.00
6275278.02 2278903.94 25.00 0.00
6275300.62 2278903.94 25.00 0.00
6275300.62 2278899.99 25.00 0.00
6275309.62 2278899.33 25.00 0.00
6275308.74 2278874.76 25.00 0.00
6275300.62 2278874.98 25.00 0.00
6275300.40 2278870.81 25.00 0.00
6275278.46 2278870.59 25.00 0.00
6275278.46 2278874.54 25.00 0.00
6275260.91 2278874.10 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275261.13 2278957.04 25.00 0.00
6275281.09 2278957.26 25.00 0.00
6275281.09 2278961.21 25.00 0.00
6275299.96 2278961.43 25.00 0.00
6275300.40 2278952.65 25.00 0.00
6275308.74 2278952.87 25.00 0.00
6275308.52 2278919.08 25.00 0.00
6275299.52 2278918.86 25.00 0.00
6275299.30 2278910.74 25.00 0.00
6275280.43 2278910.52 25.00 0.00
6275280.87 2278914.03 25.00 0.00
6275260.69 2278914.25 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275260.25 2278996.97 25.00 0.00
6275276.92 2278996.75 25.00 0.00
6275277.58 2279000.92 25.00 0.00
6275300.40 2279000.48 25.00 0.00
6275300.84 2278996.75 25.00 0.00
6275308.52 2278996.75 25.00 0.00
6275308.30 2278972.62 25.00 0.00
6275300.40 2278972.18 25.00 0.00
6275300.40 2278967.57 25.00 0.00
6275278.02 2278968.23 25.00 0.00
6275277.58 2278971.96 25.00 0.00
6275260.91 2278971.96 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275141.99 2279081.45 25.00 0.00
6275150.32 2279081.66 25.00 0.00
6275150.76 2279085.39 25.00 0.00
6275172.27 2279085.39 25.00 0.00
6275172.70 2279081.45 25.00 0.00
6275190.04 2279081.23 25.00 0.00
6275189.60 2279056.21 25.00 0.00
6275172.48 2279056.65 25.00 0.00
6275172.92 2279052.70 25.00 0.00
6275150.54 2279052.48 25.00 0.00
6275150.54 2279055.77 25.00 0.00
6275141.99 2279056.21 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275167.88 2279042.61 25.00 0.00
6275201.01 2279042.61 25.00 0.00
6275201.45 2279034.49 25.00 0.00
6275210.00 2279034.49 25.00 0.00
6275210.66 2279019.35 25.00 0.00
6275212.64 2279019.35 25.00 0.00
Urban Crossroads, Inc.
207
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
6275213.51 2279003.99 25.00 0.00
6275206.71 2279004.65 25.00 0.00
6275205.84 2278994.12 25.00 0.00
6275163.93 2278995.00 25.00 0.00
6275163.49 2279014.96 25.00 0.00
6275159.10 2279014.74 25.00 0.00
6275158.88 2279033.83 25.00 0.00
6275167.22 2279033.83 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275245.99 2279047.66 25.00 0.00
6275261.78 2279053.36 25.00 0.00
6275260.69 2279056.87 25.00 0.00
6275282.41 2279064.55 25.00 0.00
6275283.73 2279061.04 25.00 0.00
6275290.09 2279063.89 25.00 0.00
6275298.87 2279039.76 25.00 0.00
6275291.62 2279037.12 25.00 0.00
6275292.72 2279033.83 25.00 0.00
6275271.22 2279026.37 25.00 0.00
6275270.12 2279029.01 25.00 0.00
6275253.23 2279023.96 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275227.78 2279106.24 25.00 0.00
6275238.53 2279109.75 25.00 0.00
6275236.77 2279115.02 25.00 0.00
6275252.57 2279120.50 25.00 0.00
6275253.67 2279117.21 25.00 0.00
6275264.42 2279120.50 25.00 0.00
6275268.59 2279108.21 25.00 0.00
6275273.63 2279109.97 25.00 0.00
6275284.16 2279081.23 25.00 0.00
6275276.49 2279079.03 25.00 0.00
6275278.68 2279070.69 25.00 0.00
6275261.13 2279064.77 25.00 0.00
6275258.71 2279068.72 25.00 0.00
6275240.06 2279061.26 25.00 0.00
6275226.02 2279100.97 25.00 0.00
6275228.87 2279101.85 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275196.18 2279184.13 25.00 0.00
6275215.71 2279190.93 25.00 0.00
6275213.73 2279195.54 25.00 0.00
6275232.16 2279201.90 25.00 0.00
6275235.68 2279193.56 25.00 0.00
6275242.48 2279196.42 25.00 0.00
6275253.23 2279168.55 25.00 0.00
6275247.52 2279166.36 25.00 0.00
6275251.91 2279154.29 25.00 0.00
6275241.38 2279150.78 25.00 0.00
6275242.92 2279146.83 25.00 0.00
6275227.78 2279140.91 25.00 0.00
6275225.58 2279146.17 25.00 0.00
6275214.17 2279142.22 25.00 0.00
6275212.86 2279145.73 25.00 0.00
6275210.88 2279145.07 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275182.36 2279222.09 25.00 0.00
6275198.59 2279228.01 25.00 0.00
6275197.50 2279231.52 25.00 0.00
6275218.34 2279239.20 25.00 0.00
6275220.32 2279235.91 25.00 0.00
6275227.34 2279237.45 25.00 0.00
6275235.68 2279215.29 25.00 0.00
6275228.43 2279212.21 25.00 0.00
6275229.97 2279208.70 25.00 0.00
6275208.47 2279201.24 25.00 0.00
6275207.37 2279204.10 25.00 0.00
6275192.01 2279198.83 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275393.57 2280585.64 25.00 0.00
6275372.08 2280586.27 25.00 0.00
6275371.89 2280590.00 25.00 0.00
6275354.55 2280589.93 25.00 0.00
6275354.78 2280615.16 25.00 0.00
6275372.55 2280615.22 25.00 0.00
6275372.58 2280618.95 25.00 0.00
6275394.09 2280618.76 25.00 0.00
6275394.05 2280614.60 25.00 0.00
6275402.61 2280614.96 25.00 0.00
6275403.04 2280589.72 25.00 0.00
6275394.27 2280590.24 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275556.06 2280589.04 25.00 0.00
Urban Crossroads, Inc.
208
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
6275534.56 2280589.66 25.00 0.00
6275534.37 2280593.40 25.00 0.00
6275517.04 2280593.33 25.00 0.00
6275517.26 2280618.56 25.00 0.00
6275535.03 2280618.62 25.00 0.00
6275535.07 2280622.35 25.00 0.00
6275556.57 2280622.16 25.00 0.00
6275556.53 2280617.99 25.00 0.00
6275565.09 2280618.36 25.00 0.00
6275565.53 2280593.12 25.00 0.00
6275556.75 2280593.64 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275792.80 2280536.31 25.00 0.00
6275757.85 2280535.53 25.00 0.00
6275757.71 2280543.35 25.00 0.00
6275749.68 2280543.85 25.00 0.00
6275749.37 2280557.96 25.00 0.00
6275746.77 2280558.42 25.00 0.00
6275747.78 2280574.68 25.00 0.00
6275754.08 2280574.63 25.00 0.00
6275753.95 2280584.61 25.00 0.00
6275796.90 2280582.71 25.00 0.00
6275796.30 2280563.62 25.00 0.00
6275801.07 2280563.58 25.00 0.00
6275799.59 2280543.63 25.00 0.00
6275792.00 2280543.91 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275790.92 2280397.43 25.00 0.00
6275756.63 2280397.08 25.00 0.00
6275757.14 2280405.76 25.00 0.00
6275748.68 2280406.27 25.00 0.00
6275748.08 2280435.79 25.00 0.00
6275752.63 2280435.96 25.00 0.00
6275753.38 2280446.59 25.00 0.00
6275795.04 2280446.01 25.00 0.00
6275795.07 2280424.74 25.00 0.00
6275799.63 2280425.35 25.00 0.00
6275798.81 2280406.04 25.00 0.00
6275791.21 2280405.67 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275399.16 2280387.42 25.00 0.00
6275377.23 2280388.06 25.00 0.00
6275376.38 2280391.36 25.00 0.00
6275359.05 2280392.17 25.00 0.00
6275359.71 2280417.39 25.00 0.00
6275376.61 2280417.47 25.00 0.00
6275376.64 2280420.76 25.00 0.00
6275399.24 2280420.78 25.00 0.00
6275399.21 2280417.27 25.00 0.00
6275406.67 2280416.98 25.00 0.00
6275406.66 2280391.97 25.00 0.00
6275398.76 2280391.82 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275486.12 2280596.02 25.00 0.00
6275469.01 2280596.17 25.00 0.00
6275468.75 2280591.78 25.00 0.00
6275447.25 2280591.75 25.00 0.00
6275447.06 2280595.70 25.00 0.00
6275438.73 2280596.65 25.00 0.00
6275438.95 2280621.23 25.00 0.00
6275447.50 2280620.93 25.00 0.00
6275447.33 2280625.54 25.00 0.00
6275468.82 2280624.69 25.00 0.00
6275469.66 2280620.30 25.00 0.00
6275486.12 2280620.59 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275695.04 2280588.52 25.00 0.00
6275673.57 2280588.28 25.00 0.00
6275673.38 2280591.96 25.00 0.00
6275655.82 2280592.12 25.00 0.00
6275656.47 2280617.27 25.00 0.00
6275673.61 2280617.34 25.00 0.00
6275674.29 2280621.02 25.00 0.00
6275695.54 2280621.05 25.00 0.00
6275695.51 2280617.58 25.00 0.00
6275704.40 2280617.28 25.00 0.00
6275704.19 2280592.78 25.00 0.00
6275695.07 2280592.21 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275893.53 2280620.66 25.00 0.00
6275872.59 2280620.73 25.00 0.00
6275872.18 2280615.50 25.00 0.00
6275851.60 2280615.80 25.00 0.00
Urban Crossroads, Inc.
209
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
6275851.30 2280636.15 25.00 0.00
6275846.78 2280636.43 25.00 0.00
6275847.31 2280655.71 25.00 0.00
6275855.64 2280655.75 25.00 0.00
6275856.19 2280663.84 25.00 0.00
6275889.86 2280663.54 25.00 0.00
6275890.28 2280656.76 25.00 0.00
6275898.14 2280656.80 25.00 0.00
6275897.85 2280637.41 25.00 0.00
6275893.92 2280637.56 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275393.71 2280625.57 25.00 0.00
6275375.50 2280625.73 25.00 0.00
6275374.65 2280629.03 25.00 0.00
6275354.25 2280630.09 25.00 0.00
6275354.19 2280672.87 25.00 0.00
6275356.82 2280672.63 25.00 0.00
6275356.86 2280676.58 25.00 0.00
6275369.14 2280676.25 25.00 0.00
6275369.19 2280681.30 25.00 0.00
6275385.20 2280680.94 25.00 0.00
6275385.82 2280676.98 25.00 0.00
6275397.02 2280677.76 25.00 0.00
6275396.90 2280663.94 25.00 0.00
6275402.83 2280664.55 25.00 0.00
6275402.12 2280634.49 25.00 0.00
6275394.01 2280634.78 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275836.36 2280616.05 25.00 0.00
6275811.37 2280616.03 25.00 0.00
6275811.52 2280633.41 25.00 0.00
6275807.48 2280633.80 25.00 0.00
6275807.55 2280655.46 25.00 0.00
6275811.48 2280655.90 25.00 0.00
6275811.68 2280664.23 25.00 0.00
6275836.55 2280664.01 25.00 0.00
6275836.59 2280655.68 25.00 0.00
6275840.64 2280655.65 25.00 0.00
6275840.45 2280633.51 25.00 0.00
6275836.64 2280633.66 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275620.97 2280535.14 25.00 0.00
6275608.46 2280535.25 25.00 0.00
6275607.97 2280529.99 25.00 0.00
6275591.52 2280530.36 25.00 0.00
6275591.33 2280533.65 25.00 0.00
6275581.25 2280534.62 25.00 0.00
6275581.14 2280547.34 25.00 0.00
6275575.44 2280547.83 25.00 0.00
6275575.48 2280577.02 25.00 0.00
6275583.16 2280577.17 25.00 0.00
6275583.45 2280585.06 25.00 0.00
6275602.54 2280584.90 25.00 0.00
6275602.29 2280581.61 25.00 0.00
6275622.69 2280580.77 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275466.24 2280630.42 25.00 0.00
6275447.15 2280630.81 25.00 0.00
6275447.65 2280637.83 25.00 0.00
6275438.44 2280638.35 25.00 0.00
6275439.18 2280672.13 25.00 0.00
6275447.30 2280672.50 25.00 0.00
6275447.37 2280680.62 25.00 0.00
6275462.08 2280680.92 25.00 0.00
6275462.55 2280684.21 25.00 0.00
6275477.24 2280683.64 25.00 0.00
6275477.40 2280676.84 25.00 0.00
6275486.39 2280676.32 25.00 0.00
6275485.58 2280634.42 25.00 0.00
6275466.49 2280633.93 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275904.56 2280338.26 25.00 0.00
6275861.81 2280339.29 25.00 0.00
6275862.21 2280359.91 25.00 0.00
6275857.88 2280360.60 25.00 0.00
6275858.03 2280378.39 25.00 0.00
6275866.72 2280378.75 25.00 0.00
6275865.92 2280387.00 25.00 0.00
6275899.77 2280386.27 25.00 0.00
6275899.48 2280378.02 25.00 0.00
6275908.81 2280378.16 25.00 0.00
6275908.21 2280359.28 25.00 0.00
Urban Crossroads, Inc.
210
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
6275904.53 2280359.97 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275796.62 2280616.64 25.00 0.00
6275754.48 2280616.42 25.00 0.00
6275753.98 2280626.42 25.00 0.00
6275746.84 2280627.32 25.00 0.00
6275747.09 2280641.48 25.00 0.00
6275750.30 2280641.57 25.00 0.00
6275750.43 2280656.09 25.00 0.00
6275758.53 2280656.37 25.00 0.00
6275758.84 2280664.58 25.00 0.00
6275792.39 2280664.05 25.00 0.00
6275792.32 2280655.95 25.00 0.00
6275801.01 2280655.64 25.00 0.00
6275800.60 2280636.84 25.00 0.00
6275796.68 2280636.75 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275795.75 2280477.03 25.00 0.00
6275753.44 2280477.63 25.00 0.00
6275753.09 2280487.39 25.00 0.00
6275747.02 2280488.75 25.00 0.00
6275746.50 2280502.86 25.00 0.00
6275749.54 2280503.05 25.00 0.00
6275749.66 2280517.37 25.00 0.00
6275758.34 2280517.08 25.00 0.00
6275758.20 2280525.76 25.00 0.00
6275791.63 2280526.34 25.00 0.00
6275791.77 2280517.44 25.00 0.00
6275799.80 2280517.37 25.00 0.00
6275799.41 2280498.27 25.00 0.00
6275796.16 2280498.30 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275486.71 2280538.08 25.00 0.00
6275475.95 2280537.30 25.00 0.00
6275476.77 2280530.49 25.00 0.00
6275460.97 2280530.63 25.00 0.00
6275460.99 2280533.26 25.00 0.00
6275446.74 2280534.05 25.00 0.00
6275446.59 2280542.17 25.00 0.00
6275438.69 2280542.46 25.00 0.00
6275438.77 2280576.47 25.00 0.00
6275447.11 2280576.61 25.00 0.00
6275446.75 2280584.95 25.00 0.00
6275466.49 2280584.78 25.00 0.00
6275466.01 2280580.18 25.00 0.00
6275487.30 2280579.99 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275888.36 2280396.57 25.00 0.00
6275854.94 2280397.30 25.00 0.00
6275854.79 2280404.90 25.00 0.00
6275845.25 2280405.41 25.00 0.00
6275846.07 2280424.72 25.00 0.00
6275850.20 2280424.90 25.00 0.00
6275850.16 2280445.52 25.00 0.00
6275870.78 2280445.34 25.00 0.00
6275871.16 2280439.91 25.00 0.00
6275892.43 2280439.94 25.00 0.00
6275892.50 2280423.23 25.00 0.00
6275896.41 2280423.19 25.00 0.00
6275896.02 2280403.45 25.00 0.00
6275888.64 2280403.73 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275555.78 2280532.65 25.00 0.00
6275541.73 2280532.33 25.00 0.00
6275541.05 2280530.14 25.00 0.00
6275526.57 2280530.27 25.00 0.00
6275526.42 2280537.51 25.00 0.00
6275516.98 2280537.82 25.00 0.00
6275517.35 2280578.85 25.00 0.00
6275537.11 2280579.99 25.00 0.00
6275537.58 2280584.37 25.00 0.00
6275556.88 2280583.54 25.00 0.00
6275556.16 2280576.09 25.00 0.00
6275565.15 2280575.35 25.00 0.00
6275563.76 2280541.79 25.00 0.00
6275556.30 2280542.30 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275834.98 2280397.26 25.00 0.00
6275809.81 2280397.48 25.00 0.00
6275810.75 2280405.94 25.00 0.00
6275806.63 2280406.19 25.00 0.00
6275806.60 2280427.89 25.00 0.00
6275810.73 2280428.29 25.00 0.00
Urban Crossroads, Inc.
211
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
6275810.88 2280445.00 25.00 0.00
6275835.83 2280445.00 25.00 0.00
6275836.55 2280427.84 25.00 0.00
6275839.80 2280427.60 25.00 0.00
6275839.18 2280405.90 25.00 0.00
6275834.62 2280405.94 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275695.29 2280627.96 25.00 0.00
6275677.08 2280628.12 25.00 0.00
6275676.23 2280631.42 25.00 0.00
6275655.84 2280632.48 25.00 0.00
6275655.77 2280675.26 25.00 0.00
6275658.41 2280675.02 25.00 0.00
6275658.44 2280678.97 25.00 0.00
6275670.73 2280678.64 25.00 0.00
6275670.77 2280683.69 25.00 0.00
6275686.78 2280683.33 25.00 0.00
6275687.41 2280679.37 25.00 0.00
6275698.60 2280680.15 25.00 0.00
6275698.48 2280666.33 25.00 0.00
6275704.41 2280666.94 25.00 0.00
6275703.71 2280636.88 25.00 0.00
6275695.59 2280637.17 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275622.60 2280596.35 25.00 0.00
6275605.49 2280596.50 25.00 0.00
6275605.23 2280592.11 25.00 0.00
6275583.73 2280592.08 25.00 0.00
6275583.54 2280596.03 25.00 0.00
6275575.21 2280596.99 25.00 0.00
6275575.43 2280621.56 25.00 0.00
6275583.99 2280621.26 25.00 0.00
6275583.81 2280625.87 25.00 0.00
6275605.30 2280625.02 25.00 0.00
6275606.14 2280620.63 25.00 0.00
6275622.60 2280620.92 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275920.55 2280404.53 25.00 0.00
6275903.40 2280404.47 25.00 0.00
6275903.20 2280430.08 25.00 0.00
6275899.94 2280430.11 25.00 0.00
6275899.62 2280491.96 25.00 0.00
6275903.31 2280491.71 25.00 0.00
6275904.19 2280517.53 25.00 0.00
6275920.68 2280517.38 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275393.30 2280529.25 25.00 0.00
6275379.25 2280528.93 25.00 0.00
6275378.57 2280526.75 25.00 0.00
6275364.09 2280526.87 25.00 0.00
6275363.94 2280534.12 25.00 0.00
6275354.50 2280534.42 25.00 0.00
6275354.87 2280575.45 25.00 0.00
6275374.62 2280576.59 25.00 0.00
6275375.10 2280580.97 25.00 0.00
6275394.40 2280580.14 25.00 0.00
6275393.68 2280572.69 25.00 0.00
6275402.67 2280571.95 25.00 0.00
6275401.27 2280538.39 25.00 0.00
6275393.82 2280538.90 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275806.47 2280339.35 25.00 0.00
6275764.80 2280339.50 25.00 0.00
6275765.04 2280341.45 25.00 0.00
6275760.92 2280341.92 25.00 0.00
6275761.25 2280354.50 25.00 0.00
6275755.83 2280355.42 25.00 0.00
6275755.96 2280370.18 25.00 0.00
6275760.09 2280371.01 25.00 0.00
6275759.97 2280381.86 25.00 0.00
6275773.64 2280381.31 25.00 0.00
6275773.47 2280386.95 25.00 0.00
6275802.98 2280386.91 25.00 0.00
6275802.92 2280379.09 25.00 0.00
6275810.94 2280378.81 25.00 0.00
6275811.21 2280359.92 25.00 0.00
6275807.52 2280360.17 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275919.61 2280543.43 25.00 0.00
6275904.42 2280543.79 25.00 0.00
6275903.56 2280569.19 25.00 0.00
6275899.65 2280569.22 25.00 0.00
6275899.98 2280631.29 25.00 0.00
Urban Crossroads, Inc.
212
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
6275904.10 2280630.81 25.00 0.00
6275904.54 2280656.42 25.00 0.00
6275920.83 2280657.14 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275602.72 2280630.75 25.00 0.00
6275583.63 2280631.14 25.00 0.00
6275584.14 2280638.16 25.00 0.00
6275574.92 2280638.68 25.00 0.00
6275575.66 2280672.46 25.00 0.00
6275583.78 2280672.83 25.00 0.00
6275583.86 2280680.95 25.00 0.00
6275598.56 2280681.26 25.00 0.00
6275599.03 2280684.54 25.00 0.00
6275613.72 2280683.97 25.00 0.00
6275613.88 2280677.17 25.00 0.00
6275622.87 2280676.65 25.00 0.00
6275622.07 2280634.75 25.00 0.00
6275602.97 2280634.26 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275888.93 2280535.02 25.00 0.00
6275855.30 2280535.32 25.00 0.00
6275854.94 2280544.01 25.00 0.00
6275846.48 2280544.30 25.00 0.00
6275846.86 2280562.96 25.00 0.00
6275851.42 2280562.92 25.00 0.00
6275850.95 2280583.76 25.00 0.00
6275871.78 2280583.14 25.00 0.00
6275872.38 2280577.71 25.00 0.00
6275892.56 2280577.75 25.00 0.00
6275893.50 2280561.24 25.00 0.00
6275898.06 2280561.64 25.00 0.00
6275897.46 2280542.33 25.00 0.00
6275889.43 2280542.18 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275920.55 2280404.53 25.00 0.00
6275903.40 2280404.47 25.00 0.00
6275903.20 2280430.08 25.00 0.00
6275899.94 2280430.11 25.00 0.00
6275899.62 2280491.96 25.00 0.00
6275903.31 2280491.71 25.00 0.00
6275904.19 2280517.53 25.00 0.00
6275920.68 2280517.38 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275399.30 2280427.36 25.00 0.00
6275380.21 2280427.97 25.00 0.00
6275379.59 2280431.48 25.00 0.00
6275359.19 2280432.10 25.00 0.00
6275359.78 2280474.44 25.00 0.00
6275369.87 2280474.57 25.00 0.00
6275369.93 2280481.16 25.00 0.00
6275385.29 2280480.80 25.00 0.00
6275385.71 2280478.60 25.00 0.00
6275399.10 2280479.14 25.00 0.00
6275399.46 2280470.36 25.00 0.00
6275407.80 2280470.51 25.00 0.00
6275407.50 2280436.94 25.00 0.00
6275399.38 2280436.79 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275835.91 2280478.42 25.00 0.00
6275811.61 2280478.41 25.00 0.00
6275811.32 2280494.69 25.00 0.00
6275807.41 2280495.16 25.00 0.00
6275806.74 2280516.87 25.00 0.00
6275810.64 2280517.05 25.00 0.00
6275810.94 2280525.51 25.00 0.00
6275835.89 2280525.51 25.00 0.00
6275836.04 2280517.26 25.00 0.00
6275839.94 2280516.79 25.00 0.00
6275839.31 2280495.10 25.00 0.00
6275836.28 2280495.34 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275836.20 2280535.49 25.00 0.00
6275810.38 2280535.94 25.00 0.00
6275811.10 2280543.96 25.00 0.00
6275807.20 2280544.43 25.00 0.00
6275807.39 2280566.56 25.00 0.00
6275811.52 2280566.53 25.00 0.00
6275811.89 2280583.88 25.00 0.00
6275835.97 2280583.24 25.00 0.00
6275836.47 2280565.87 25.00 0.00
6275839.94 2280566.06 25.00 0.00
6275839.53 2280544.58 25.00 0.00
6275836.28 2280544.60 25.00 0.00
Urban Crossroads, Inc.
213
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
BLDG_R 0 x 0 25.00 a 6275893.24 2280482.03 25.00 0.00
6275871.32 2280482.66 25.00 0.00
6275871.71 2280477.02 25.00 0.00
6275851.10 2280477.63 25.00 0.00
6275850.63 2280498.04 25.00 0.00
6275846.72 2280498.07 25.00 0.00
6275846.45 2280516.95 25.00 0.00
6275855.13 2280516.88 25.00 0.00
6275855.21 2280525.56 25.00 0.00
6275889.71 2280524.82 25.00 0.00
6275889.87 2280518.09 25.00 0.00
6275897.68 2280518.45 25.00 0.00
6275897.29 2280498.93 25.00 0.00
6275893.39 2280499.39 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275556.19 2280628.97 25.00 0.00
6275537.98 2280629.13 25.00 0.00
6275537.13 2280632.43 25.00 0.00
6275516.73 2280633.49 25.00 0.00
6275516.67 2280676.27 25.00 0.00
6275519.30 2280676.03 25.00 0.00
6275519.34 2280679.98 25.00 0.00
6275531.62 2280679.65 25.00 0.00
6275531.67 2280684.70 25.00 0.00
6275547.68 2280684.34 25.00 0.00
6275548.30 2280680.38 25.00 0.00
6275559.50 2280681.16 25.00 0.00
6275559.38 2280667.34 25.00 0.00
6275565.31 2280667.95 25.00 0.00
6275564.61 2280637.89 25.00 0.00
6275556.49 2280638.18 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275695.39 2280530.61 25.00 0.00
6275676.31 2280530.34 25.00 0.00
6275676.13 2280534.47 25.00 0.00
6275655.96 2280535.30 25.00 0.00
6275656.34 2280577.37 25.00 0.00
6275676.72 2280577.40 25.00 0.00
6275676.10 2280581.10 25.00 0.00
6275694.98 2280581.36 25.00 0.00
6275695.12 2280572.90 25.00 0.00
6275703.79 2280572.83 25.00 0.00
6275703.49 2280539.00 25.00 0.00
6275695.26 2280539.50 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275398.66 2280330.60 25.00 0.00
6275384.40 2280330.51 25.00 0.00
6275384.15 2280327.22 25.00 0.00
6275368.36 2280327.58 25.00 0.00
6275367.98 2280334.16 25.00 0.00
6275358.98 2280334.68 25.00 0.00
6275360.02 2280377.02 25.00 0.00
6275379.99 2280377.50 25.00 0.00
6275379.81 2280381.89 25.00 0.00
6275398.89 2280381.50 25.00 0.00
6275399.03 2280371.85 25.00 0.00
6275406.93 2280372.22 25.00 0.00
6275406.63 2280338.43 25.00 0.00
6275397.64 2280338.95 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275846.62 2280339.21 25.00 0.00
6275822.53 2280339.21 25.00 0.00
6275822.25 2280357.22 25.00 0.00
6275818.14 2280357.69 25.00 0.00
6275818.54 2280379.17 25.00 0.00
6275822.23 2280378.92 25.00 0.00
6275822.30 2280386.74 25.00 0.00
6275846.82 2280386.52 25.00 0.00
6275846.75 2280378.71 25.00 0.00
6275850.44 2280378.46 25.00 0.00
6275850.46 2280356.76 25.00 0.00
6275846.99 2280357.22 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275069.34 2280148.48 25.00 0.00
6275093.82 2280147.70 25.00 0.00
6275094.08 2280101.34 25.00 0.00
6275069.60 2280101.34 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275016.21 2280147.96 25.00 0.00
6275050.07 2280147.70 25.00 0.00
6275054.49 2280101.61 25.00 0.00
6275012.57 2280100.30 25.00 0.00
6275011.78 2280121.66 25.00 0.00
Urban Crossroads, Inc.
214
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
6275008.40 2280121.14 25.00 0.00
6275007.88 2280139.89 25.00 0.00
6275016.21 2280139.89 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274971.94 2280148.48 25.00 0.00
6274996.94 2280148.48 25.00 0.00
6274997.72 2280101.34 25.00 0.00
6274972.72 2280100.30 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275113.35 2280149.00 25.00 0.00
6275143.03 2280148.48 25.00 0.00
6275143.30 2280143.53 25.00 0.00
6275156.84 2280142.75 25.00 0.00
6275156.84 2280133.12 25.00 0.00
6275160.48 2280133.12 25.00 0.00
6275160.48 2280115.93 25.00 0.00
6275154.75 2280115.67 25.00 0.00
6275155.80 2280103.17 25.00 0.00
6275151.37 2280101.08 25.00 0.00
6275111.00 2280100.30 25.00 0.00
6275109.96 2280121.40 25.00 0.00
6275105.53 2280121.14 25.00 0.00
6275106.58 2280140.67 25.00 0.00
6275112.83 2280140.67 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274918.82 2280148.48 25.00 0.00
6274953.19 2280148.48 25.00 0.00
6274953.19 2280139.89 25.00 0.00
6274962.31 2280140.15 25.00 0.00
6274962.31 2280121.66 25.00 0.00
6274957.10 2280120.88 25.00 0.00
6274956.84 2280100.56 25.00 0.00
6274915.95 2280100.04 25.00 0.00
6274915.95 2280121.14 25.00 0.00
6274907.62 2280120.36 25.00 0.00
6274907.10 2280125.56 25.00 0.00
6274911.00 2280125.04 25.00 0.00
6274909.70 2280139.63 25.00 0.00
6274919.08 2280139.11 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274772.57 2280788.11 25.00 0.00
6274793.40 2280788.11 25.00 0.00
6274793.62 2280792.67 25.00 0.00
6274814.45 2280792.89 25.00 0.00
6274814.45 2280772.27 25.00 0.00
6274819.22 2280771.40 25.00 0.00
6274818.14 2280753.61 25.00 0.00
6274810.54 2280754.04 25.00 0.00
6274811.41 2280743.84 25.00 0.00
6274776.47 2280744.71 25.00 0.00
6274776.47 2280751.44 25.00 0.00
6274768.23 2280751.44 25.00 0.00
6274768.66 2280770.54 25.00 0.00
6274772.35 2280770.54 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274828.99 2280871.01 25.00 0.00
6274854.81 2280871.45 25.00 0.00
6274854.60 2280863.42 25.00 0.00
6274858.29 2280863.20 25.00 0.00
6274858.29 2280841.28 25.00 0.00
6274854.81 2280841.06 25.00 0.00
6274854.60 2280823.70 25.00 0.00
6274829.42 2280823.70 25.00 0.00
6274829.64 2280841.50 25.00 0.00
6274826.39 2280841.28 25.00 0.00
6274826.17 2280863.42 25.00 0.00
6274829.21 2280863.63 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274772.57 2280377.52 25.00 0.00
6274793.40 2280377.52 25.00 0.00
6274793.62 2280382.08 25.00 0.00
6274814.45 2280382.30 25.00 0.00
6274814.45 2280361.68 25.00 0.00
6274819.22 2280360.81 25.00 0.00
6274818.14 2280343.02 25.00 0.00
6274810.54 2280343.45 25.00 0.00
6274811.41 2280333.25 25.00 0.00
6274776.47 2280334.12 25.00 0.00
6274776.47 2280340.85 25.00 0.00
6274768.23 2280340.85 25.00 0.00
6274768.66 2280359.94 25.00 0.00
6274772.35 2280359.94 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274829.42 2280323.49 25.00 0.00
Urban Crossroads, Inc.
215
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
6274855.25 2280323.92 25.00 0.00
6274855.03 2280315.89 25.00 0.00
6274858.72 2280315.67 25.00 0.00
6274858.72 2280293.76 25.00 0.00
6274855.25 2280293.54 25.00 0.00
6274855.03 2280276.18 25.00 0.00
6274829.86 2280276.18 25.00 0.00
6274830.07 2280293.97 25.00 0.00
6274826.82 2280293.76 25.00 0.00
6274826.60 2280315.89 25.00 0.00
6274829.64 2280316.11 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274774.78 2280241.78 25.00 0.00
6274794.95 2280241.99 25.00 0.00
6274795.60 2280246.55 25.00 0.00
6274815.99 2280247.20 25.00 0.00
6274815.99 2280226.81 25.00 0.00
6274821.19 2280226.60 25.00 0.00
6274821.41 2280207.08 25.00 0.00
6274812.95 2280207.08 25.00 0.00
6274811.87 2280199.70 25.00 0.00
6274778.90 2280198.84 25.00 0.00
6274778.03 2280206.43 25.00 0.00
6274769.57 2280205.99 25.00 0.00
6274770.23 2280225.29 25.00 0.00
6274774.56 2280224.86 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274770.83 2280516.41 25.00 0.00
6274791.66 2280516.41 25.00 0.00
6274791.88 2280520.97 25.00 0.00
6274812.71 2280521.19 25.00 0.00
6274812.71 2280500.57 25.00 0.00
6274817.49 2280499.70 25.00 0.00
6274816.40 2280481.91 25.00 0.00
6274808.81 2280482.34 25.00 0.00
6274809.68 2280472.14 25.00 0.00
6274774.74 2280473.01 25.00 0.00
6274774.74 2280479.74 25.00 0.00
6274766.49 2280479.74 25.00 0.00
6274766.92 2280498.83 25.00 0.00
6274770.61 2280498.83 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274746.74 2280457.82 25.00 0.00
6274761.93 2280457.60 25.00 0.00
6274763.02 2280432.21 25.00 0.00
6274766.92 2280432.21 25.00 0.00
6274767.14 2280370.14 25.00 0.00
6274763.02 2280370.58 25.00 0.00
6274762.80 2280344.97 25.00 0.00
6274746.52 2280344.10 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274829.42 2281066.02 25.00 0.00
6274853.37 2281066.02 25.00 0.00
6274853.06 2281049.23 25.00 0.00
6274857.10 2281048.60 25.00 0.00
6274857.41 2281026.83 25.00 0.00
6274853.99 2281026.83 25.00 0.00
6274854.61 2281017.50 25.00 0.00
6274828.80 2281018.43 25.00 0.00
6274828.80 2281026.52 25.00 0.00
6274825.07 2281027.14 25.00 0.00
6274825.38 2281048.60 25.00 0.00
6274829.11 2281048.60 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274775.24 2281143.97 25.00 0.00
6274809.61 2281144.23 25.00 0.00
6274809.88 2281136.67 25.00 0.00
6274818.21 2281135.89 25.00 0.00
6274818.21 2281117.40 25.00 0.00
6274813.26 2281117.14 25.00 0.00
6274814.04 2281096.31 25.00 0.00
6274792.43 2281096.31 25.00 0.00
6274792.43 2281101.26 25.00 0.00
6274772.64 2281101.52 25.00 0.00
6274771.85 2281118.19 25.00 0.00
6274768.21 2281118.45 25.00 0.00
6274767.95 2281137.46 25.00 0.00
6274775.50 2281137.20 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274776.69 2280734.08 25.00 0.00
6274810.54 2280734.73 25.00 0.00
6274810.76 2280726.26 25.00 0.00
6274819.22 2280726.26 25.00 0.00
Urban Crossroads, Inc.
216
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
6274819.66 2280707.38 25.00 0.00
6274815.10 2280706.73 25.00 0.00
6274815.10 2280687.20 25.00 0.00
6274794.05 2280686.55 25.00 0.00
6274794.05 2280691.54 25.00 0.00
6274772.78 2280691.33 25.00 0.00
6274773.00 2280708.69 25.00 0.00
6274769.09 2280708.04 25.00 0.00
6274768.44 2280727.57 25.00 0.00
6274776.69 2280727.78 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274772.13 2280925.05 25.00 0.00
6274792.97 2280925.05 25.00 0.00
6274793.18 2280929.61 25.00 0.00
6274814.02 2280929.82 25.00 0.00
6274814.02 2280909.21 25.00 0.00
6274818.79 2280908.34 25.00 0.00
6274817.70 2280890.54 25.00 0.00
6274810.11 2280890.98 25.00 0.00
6274810.98 2280880.78 25.00 0.00
6274776.04 2280881.65 25.00 0.00
6274776.04 2280888.37 25.00 0.00
6274767.79 2280888.37 25.00 0.00
6274768.23 2280907.47 25.00 0.00
6274771.91 2280907.47 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274829.42 2280734.08 25.00 0.00
6274855.25 2280734.51 25.00 0.00
6274855.03 2280726.48 25.00 0.00
6274858.72 2280726.26 25.00 0.00
6274858.72 2280704.35 25.00 0.00
6274855.25 2280704.13 25.00 0.00
6274855.03 2280686.77 25.00 0.00
6274829.86 2280686.77 25.00 0.00
6274830.07 2280704.56 25.00 0.00
6274826.82 2280704.35 25.00 0.00
6274826.60 2280726.48 25.00 0.00
6274829.64 2280726.70 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274772.51 2280651.47 25.00 0.00
6274794.60 2280651.35 25.00 0.00
6274794.36 2280656.54 25.00 0.00
6274814.88 2280656.42 25.00 0.00
6274815.60 2280636.62 25.00 0.00
6274819.83 2280636.50 25.00 0.00
6274819.46 2280617.31 25.00 0.00
6274811.98 2280617.43 25.00 0.00
6274811.26 2280608.50 25.00 0.00
6274776.61 2280608.50 25.00 0.00
6274776.98 2280615.74 25.00 0.00
6274768.77 2280615.74 25.00 0.00
6274768.77 2280634.33 25.00 0.00
6274772.75 2280634.45 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274775.92 2281007.86 25.00 0.00
6274808.89 2281007.55 25.00 0.00
6274809.51 2281001.02 25.00 0.00
6274818.53 2280999.46 25.00 0.00
6274818.53 2280980.80 25.00 0.00
6274814.18 2280980.18 25.00 0.00
6274814.49 2280960.27 25.00 0.00
6274794.27 2280960.27 25.00 0.00
6274793.65 2280964.94 25.00 0.00
6274774.06 2280964.94 25.00 0.00
6274772.19 2280982.35 25.00 0.00
6274768.46 2280982.66 25.00 0.00
6274767.83 2280999.77 25.00 0.00
6274775.30 2281000.70 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274745.87 2280728.65 25.00 0.00
6274761.06 2280728.43 25.00 0.00
6274762.15 2280703.04 25.00 0.00
6274766.06 2280703.04 25.00 0.00
6274766.27 2280640.98 25.00 0.00
6274762.15 2280641.41 25.00 0.00
6274761.93 2280615.80 25.00 0.00
6274745.66 2280614.94 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274745.87 2280590.63 25.00 0.00
6274761.06 2280590.41 25.00 0.00
6274762.15 2280565.02 25.00 0.00
6274766.06 2280565.02 25.00 0.00
6274766.27 2280502.96 25.00 0.00
Urban Crossroads, Inc.
217
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
6274762.15 2280503.39 25.00 0.00
6274761.93 2280477.78 25.00 0.00
6274745.66 2280476.92 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274827.25 2280520.32 25.00 0.00
6274852.43 2280520.97 25.00 0.00
6274852.21 2280503.83 25.00 0.00
6274856.33 2280503.61 25.00 0.00
6274856.77 2280482.34 25.00 0.00
6274852.43 2280481.91 25.00 0.00
6274853.08 2280473.44 25.00 0.00
6274827.69 2280472.79 25.00 0.00
6274827.47 2280481.47 25.00 0.00
6274824.22 2280481.69 25.00 0.00
6274824.22 2280503.39 25.00 0.00
6274827.90 2280502.96 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274828.99 2280381.43 25.00 0.00
6274854.16 2280382.08 25.00 0.00
6274853.95 2280364.94 25.00 0.00
6274858.07 2280364.72 25.00 0.00
6274858.50 2280343.45 25.00 0.00
6274854.16 2280343.02 25.00 0.00
6274854.81 2280334.55 25.00 0.00
6274829.42 2280333.90 25.00 0.00
6274829.21 2280342.58 25.00 0.00
6274825.95 2280342.80 25.00 0.00
6274825.95 2280364.50 25.00 0.00
6274829.64 2280364.07 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274830.09 2280598.36 25.00 0.00
6274855.07 2280598.24 25.00 0.00
6274855.56 2280589.91 25.00 0.00
6274859.30 2280589.79 25.00 0.00
6274859.06 2280567.82 25.00 0.00
6274854.71 2280568.19 25.00 0.00
6274855.07 2280550.80 25.00 0.00
6274830.21 2280550.80 25.00 0.00
6274830.21 2280567.94 25.00 0.00
6274826.47 2280567.82 25.00 0.00
6274826.71 2280590.15 25.00 0.00
6274830.57 2280589.67 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274744.57 2281137.51 25.00 0.00
6274759.76 2281137.29 25.00 0.00
6274760.85 2281111.90 25.00 0.00
6274764.75 2281111.90 25.00 0.00
6274764.97 2281049.83 25.00 0.00
6274760.85 2281050.27 25.00 0.00
6274760.63 2281024.66 25.00 0.00
6274744.35 2281023.79 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274827.69 2280462.38 25.00 0.00
6274853.51 2280462.81 25.00 0.00
6274853.29 2280454.78 25.00 0.00
6274856.98 2280454.56 25.00 0.00
6274856.98 2280432.64 25.00 0.00
6274853.51 2280432.43 25.00 0.00
6274853.29 2280415.07 25.00 0.00
6274828.12 2280415.07 25.00 0.00
6274828.34 2280432.86 25.00 0.00
6274825.08 2280432.64 25.00 0.00
6274824.87 2280454.78 25.00 0.00
6274827.90 2280455.00 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274828.99 2280792.02 25.00 0.00
6274854.16 2280792.67 25.00 0.00
6274853.95 2280775.53 25.00 0.00
6274858.07 2280775.31 25.00 0.00
6274858.50 2280754.04 25.00 0.00
6274854.16 2280753.61 25.00 0.00
6274854.81 2280745.14 25.00 0.00
6274829.42 2280744.49 25.00 0.00
6274829.21 2280753.17 25.00 0.00
6274825.95 2280753.39 25.00 0.00
6274825.95 2280775.09 25.00 0.00
6274829.64 2280774.66 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274746.74 2280319.80 25.00 0.00
6274761.93 2280319.58 25.00 0.00
6274763.02 2280294.19 25.00 0.00
6274766.92 2280294.19 25.00 0.00
6274767.14 2280232.12 25.00 0.00
6274763.02 2280232.56 25.00 0.00
Urban Crossroads, Inc.
218
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
6274762.80 2280206.95 25.00 0.00
6274746.52 2280206.08 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274776.98 2280597.76 25.00 0.00
6274811.02 2280598.36 25.00 0.00
6274811.38 2280590.03 25.00 0.00
6274819.59 2280589.91 25.00 0.00
6274819.59 2280570.96 25.00 0.00
6274815.60 2280570.84 25.00 0.00
6274815.48 2280550.44 25.00 0.00
6274794.84 2280550.20 25.00 0.00
6274794.36 2280555.39 25.00 0.00
6274772.99 2280555.27 25.00 0.00
6274773.23 2280572.77 25.00 0.00
6274769.01 2280572.53 25.00 0.00
6274769.13 2280591.24 25.00 0.00
6274777.22 2280591.36 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274745.44 2280864.50 25.00 0.00
6274760.63 2280864.29 25.00 0.00
6274761.72 2280838.89 25.00 0.00
6274765.62 2280838.89 25.00 0.00
6274765.84 2280776.83 25.00 0.00
6274761.72 2280777.26 25.00 0.00
6274761.50 2280751.65 25.00 0.00
6274745.22 2280750.79 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274745.01 2281001.22 25.00 0.00
6274760.20 2281001.00 25.00 0.00
6274761.28 2280975.61 25.00 0.00
6274765.19 2280975.61 25.00 0.00
6274765.40 2280913.55 25.00 0.00
6274761.28 2280913.98 25.00 0.00
6274761.06 2280888.37 25.00 0.00
6274744.79 2280887.51 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274827.58 2281144.49 25.00 0.00
6274853.63 2281145.01 25.00 0.00
6274853.63 2281136.41 25.00 0.00
6274857.79 2281135.89 25.00 0.00
6274857.53 2281114.54 25.00 0.00
6274853.63 2281114.28 25.00 0.00
6274853.36 2281097.09 25.00 0.00
6274828.36 2281095.79 25.00 0.00
6274828.36 2281114.28 25.00 0.00
6274824.72 2281114.28 25.00 0.00
6274824.98 2281135.89 25.00 0.00
6274827.84 2281136.15 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274828.80 2281007.55 25.00 0.00
6274854.30 2281007.55 25.00 0.00
6274853.68 2281000.08 25.00 0.00
6274857.41 2280999.46 25.00 0.00
6274857.41 2280977.07 25.00 0.00
6274853.37 2280977.07 25.00 0.00
6274853.37 2280960.58 25.00 0.00
6274828.80 2280960.58 25.00 0.00
6274829.11 2280978.00 25.00 0.00
6274825.38 2280978.00 25.00 0.00
6274825.38 2280999.77 25.00 0.00
6274829.11 2280999.77 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274828.56 2280928.96 25.00 0.00
6274853.73 2280929.61 25.00 0.00
6274853.51 2280912.46 25.00 0.00
6274857.64 2280912.25 25.00 0.00
6274858.07 2280890.98 25.00 0.00
6274853.73 2280890.54 25.00 0.00
6274854.38 2280882.08 25.00 0.00
6274828.99 2280881.43 25.00 0.00
6274828.77 2280890.11 25.00 0.00
6274825.52 2280890.33 25.00 0.00
6274825.52 2280912.03 25.00 0.00
6274829.21 2280911.59 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274776.69 2280323.49 25.00 0.00
6274810.54 2280324.14 25.00 0.00
6274810.76 2280315.67 25.00 0.00
6274819.22 2280315.67 25.00 0.00
6274819.66 2280296.79 25.00 0.00
6274815.10 2280296.14 25.00 0.00
6274815.10 2280276.61 25.00 0.00
6274794.05 2280275.96 25.00 0.00
6274794.05 2280280.95 25.00 0.00
Urban Crossroads, Inc.
219
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
6274772.78 2280280.73 25.00 0.00
6274773.00 2280298.10 25.00 0.00
6274769.09 2280297.44 25.00 0.00
6274768.44 2280316.98 25.00 0.00
6274776.69 2280317.19 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274776.26 2280871.01 25.00 0.00
6274810.11 2280871.66 25.00 0.00
6274810.33 2280863.20 25.00 0.00
6274818.79 2280863.20 25.00 0.00
6274819.22 2280844.32 25.00 0.00
6274814.67 2280843.67 25.00 0.00
6274814.67 2280824.14 25.00 0.00
6274793.62 2280823.49 25.00 0.00
6274793.62 2280828.48 25.00 0.00
6274772.35 2280828.26 25.00 0.00
6274772.57 2280845.62 25.00 0.00
6274768.66 2280844.97 25.00 0.00
6274768.01 2280864.50 25.00 0.00
6274776.26 2280864.72 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274831.17 2280246.98 25.00 0.00
6274855.67 2280246.55 25.00 0.00
6274855.67 2280229.41 25.00 0.00
6274860.01 2280228.98 25.00 0.00
6274859.36 2280207.94 25.00 0.00
6274855.89 2280207.94 25.00 0.00
6274856.11 2280199.49 25.00 0.00
6274831.17 2280199.27 25.00 0.00
6274830.95 2280207.94 25.00 0.00
6274827.48 2280207.51 25.00 0.00
6274828.35 2280229.20 25.00 0.00
6274831.60 2280229.20 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274771.88 2281061.67 25.00 0.00
6274792.72 2281061.67 25.00 0.00
6274792.72 2281066.64 25.00 0.00
6274813.87 2281066.64 25.00 0.00
6274813.25 2281045.18 25.00 0.00
6274818.84 2281045.18 25.00 0.00
6274818.84 2281025.90 25.00 0.00
6274810.76 2281026.21 25.00 0.00
6274810.14 2281018.12 25.00 0.00
6274776.23 2281017.50 25.00 0.00
6274775.30 2281025.59 25.00 0.00
6274767.52 2281025.59 25.00 0.00
6274767.21 2281043.63 25.00 0.00
6274771.26 2281043.63 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274774.95 2280462.38 25.00 0.00
6274808.81 2280463.03 25.00 0.00
6274809.02 2280454.56 25.00 0.00
6274817.49 2280454.56 25.00 0.00
6274817.92 2280435.68 25.00 0.00
6274813.36 2280435.03 25.00 0.00
6274813.36 2280415.50 25.00 0.00
6274792.31 2280414.85 25.00 0.00
6274792.31 2280419.84 25.00 0.00
6274771.05 2280419.62 25.00 0.00
6274771.26 2280436.98 25.00 0.00
6274767.36 2280436.33 25.00 0.00
6274766.71 2280455.86 25.00 0.00
6274774.95 2280456.08 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274748.85 2280146.22 25.00 0.00
6274782.71 2280145.96 25.00 0.00
6274787.13 2280099.87 25.00 0.00
6274745.21 2280098.57 25.00 0.00
6274744.42 2280119.92 25.00 0.00
6274741.04 2280119.40 25.00 0.00
6274740.52 2280138.15 25.00 0.00
6274748.85 2280138.15 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274845.99 2280147.27 25.00 0.00
6274875.67 2280146.74 25.00 0.00
6274875.93 2280141.80 25.00 0.00
6274889.48 2280141.02 25.00 0.00
6274889.48 2280131.38 25.00 0.00
6274893.12 2280131.38 25.00 0.00
6274893.12 2280114.19 25.00 0.00
6274887.39 2280113.93 25.00 0.00
6274888.43 2280101.43 25.00 0.00
6274884.01 2280099.35 25.00 0.00
Urban Crossroads, Inc.
220
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
6274843.64 2280098.57 25.00 0.00
6274842.60 2280119.66 25.00 0.00
6274838.17 2280119.40 25.00 0.00
6274839.22 2280138.93 25.00 0.00
6274845.47 2280138.93 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274801.98 2280146.74 25.00 0.00
6274826.46 2280145.96 25.00 0.00
6274826.72 2280099.61 25.00 0.00
6274802.24 2280099.61 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275253.63 2281151.87 25.00 0.00
6275292.17 2281152.13 25.00 0.00
6275293.21 2281149.00 25.00 0.00
6275300.24 2281148.74 25.00 0.00
6275299.72 2281115.67 25.00 0.00
6275291.91 2281114.89 25.00 0.00
6275291.65 2281110.20 25.00 0.00
6275252.84 2281111.24 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275252.32 2281192.23 25.00 0.00
6275299.98 2281193.01 25.00 0.00
6275299.20 2281168.01 25.00 0.00
6275252.06 2281167.75 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275253.10 2281095.09 25.00 0.00
6275300.50 2281095.88 25.00 0.00
6275300.24 2281070.88 25.00 0.00
6275252.58 2281071.14 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275252.32 2280999.26 25.00 0.00
6275299.98 2280998.48 25.00 0.00
6275300.24 2280973.74 25.00 0.00
6275252.84 2280973.48 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275252.06 2280958.12 25.00 0.00
6275291.91 2280958.38 25.00 0.00
6275292.17 2280954.73 25.00 0.00
6275300.76 2280954.73 25.00 0.00
6275299.98 2280920.36 25.00 0.00
6275292.43 2280920.36 25.00 0.00
6275292.17 2280916.45 25.00 0.00
6275253.89 2280916.71 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275266.39 2281308.38 25.00 0.00
6275282.01 2281308.64 25.00 0.00
6275282.53 2281304.21 25.00 0.00
6275293.47 2281304.21 25.00 0.00
6275293.99 2281291.45 25.00 0.00
6275298.68 2281290.93 25.00 0.00
6275299.20 2281260.98 25.00 0.00
6275291.39 2281260.98 25.00 0.00
6275291.39 2281252.65 25.00 0.00
6275272.38 2281253.69 25.00 0.00
6275272.11 2281257.59 25.00 0.00
6275251.28 2281257.07 25.00 0.00
6275251.28 2281299.52 25.00 0.00
6275253.36 2281299.52 25.00 0.00
6275253.10 2281302.65 25.00 0.00
6275266.91 2281303.43 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275253.89 2280780.77 25.00 0.00
6275301.02 2280782.07 25.00 0.00
6275301.80 2280757.86 25.00 0.00
6275253.10 2280756.03 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275251.54 2281240.93 25.00 0.00
6275299.20 2281241.19 25.00 0.00
6275298.94 2281217.49 25.00 0.00
6275252.06 2281217.23 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275255.71 2280842.75 25.00 0.00
6275295.29 2280842.75 25.00 0.00
6275294.77 2280831.29 25.00 0.00
6275301.02 2280831.03 25.00 0.00
6275300.24 2280801.61 25.00 0.00
6275293.21 2280801.34 25.00 0.00
6275292.43 2280793.79 25.00 0.00
6275273.68 2280793.27 25.00 0.00
6275273.68 2280797.18 25.00 0.00
6275253.36 2280797.18 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275252.58 2281056.29 25.00 0.00
6275291.65 2281055.25 25.00 0.00
6275292.43 2281051.34 25.00 0.00
6275299.98 2281052.39 25.00 0.00
6275300.24 2281017.75 25.00 0.00
6275292.17 2281017.49 25.00 0.00
Urban Crossroads, Inc.
221
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
6275292.69 2281013.58 25.00 0.00
6275252.58 2281013.84 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275028.64 2280744.28 25.00 0.00
6275050.56 2280743.84 25.00 0.00
6275050.13 2280749.48 25.00 0.00
6275070.74 2280749.05 25.00 0.00
6275071.39 2280728.65 25.00 0.00
6275075.30 2280728.65 25.00 0.00
6275075.73 2280709.77 25.00 0.00
6275067.05 2280709.77 25.00 0.00
6275067.05 2280701.09 25.00 0.00
6275032.55 2280701.52 25.00 0.00
6275032.33 2280708.25 25.00 0.00
6275024.52 2280707.82 25.00 0.00
6275024.74 2280727.35 25.00 0.00
6275028.64 2280726.92 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274943.79 2281101.48 25.00 0.00
6274963.32 2281101.26 25.00 0.00
6274963.54 2281106.04 25.00 0.00
6274982.85 2281106.47 25.00 0.00
6274982.85 2281097.79 25.00 0.00
6274990.66 2281097.36 25.00 0.00
6274991.53 2281063.50 25.00 0.00
6274982.64 2281063.07 25.00 0.00
6274982.64 2281055.47 25.00 0.00
6274963.76 2281055.91 25.00 0.00
6274963.76 2281059.38 25.00 0.00
6274943.36 2281059.16 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274957.24 2281302.00 25.00 0.00
6274999.13 2281302.22 25.00 0.00
6274999.78 2281282.69 25.00 0.00
6275003.25 2281280.95 25.00 0.00
6275003.69 2281262.07 25.00 0.00
6274995.01 2281262.07 25.00 0.00
6274995.22 2281254.26 25.00 0.00
6274962.24 2281254.48 25.00 0.00
6274961.58 2281262.29 25.00 0.00
6274953.34 2281262.94 25.00 0.00
6274952.90 2281277.26 25.00 0.00
6274950.08 2281277.26 25.00 0.00
6274949.87 2281281.39 25.00 0.00
6274957.46 2281281.60 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275007.14 2280551.34 25.00 0.00
6275032.41 2280551.67 25.00 0.00
6275032.41 2280543.43 25.00 0.00
6275036.20 2280543.43 25.00 0.00
6275036.20 2280520.83 25.00 0.00
6275032.01 2280520.91 25.00 0.00
6275032.25 2280503.80 25.00 0.00
6275006.74 2280503.47 25.00 0.00
6275006.98 2280520.99 25.00 0.00
6275003.19 2280520.75 25.00 0.00
6275003.27 2280543.19 25.00 0.00
6275007.06 2280543.11 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275075.03 2280967.14 25.00 0.00
6275098.84 2280967.14 25.00 0.00
6275099.67 2280959.29 25.00 0.00
6275103.72 2280958.69 25.00 0.00
6275103.84 2280937.27 25.00 0.00
6275099.55 2280936.91 25.00 0.00
6275100.03 2280919.89 25.00 0.00
6275074.56 2280919.06 25.00 0.00
6275074.56 2280936.79 25.00 0.00
6275071.35 2280937.03 25.00 0.00
6275070.75 2280959.17 25.00 0.00
6275074.68 2280959.41 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275086.70 2280610.77 25.00 0.00
6275111.69 2280611.00 25.00 0.00
6275111.69 2280593.63 25.00 0.00
6275115.74 2280593.27 25.00 0.00
6275115.86 2280571.61 25.00 0.00
6275111.93 2280571.13 25.00 0.00
6275111.81 2280562.80 25.00 0.00
6275086.94 2280562.80 25.00 0.00
6275086.82 2280571.13 25.00 0.00
6275082.77 2280571.13 25.00 0.00
6275082.77 2280593.27 25.00 0.00
Urban Crossroads, Inc.
222
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
6275086.58 2280593.15 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275104.66 2280551.73 25.00 0.00
6275128.46 2280551.73 25.00 0.00
6275129.30 2280543.87 25.00 0.00
6275133.34 2280543.28 25.00 0.00
6275133.46 2280521.86 25.00 0.00
6275129.18 2280521.50 25.00 0.00
6275129.65 2280504.48 25.00 0.00
6275104.18 2280503.65 25.00 0.00
6275104.18 2280521.38 25.00 0.00
6275100.97 2280521.62 25.00 0.00
6275100.38 2280543.75 25.00 0.00
6275104.30 2280543.99 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275029.57 2280605.65 25.00 0.00
6275050.52 2280605.77 25.00 0.00
6275050.88 2280611.00 25.00 0.00
6275071.46 2280610.88 25.00 0.00
6275071.94 2280590.53 25.00 0.00
6275076.46 2280590.30 25.00 0.00
6275076.11 2280571.02 25.00 0.00
6275067.77 2280570.90 25.00 0.00
6275067.30 2280562.80 25.00 0.00
6275033.62 2280562.80 25.00 0.00
6275033.14 2280569.59 25.00 0.00
6275025.29 2280569.47 25.00 0.00
6275025.41 2280588.87 25.00 0.00
6275029.33 2280588.75 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275086.15 2281106.26 25.00 0.00
6275111.98 2281106.04 25.00 0.00
6275111.32 2281098.01 25.00 0.00
6275115.23 2281097.58 25.00 0.00
6275115.23 2281075.44 25.00 0.00
6275111.11 2281075.44 25.00 0.00
6275110.89 2281058.08 25.00 0.00
6275086.80 2281058.51 25.00 0.00
6275086.15 2281075.87 25.00 0.00
6275082.68 2281075.66 25.00 0.00
6275082.90 2281097.14 25.00 0.00
6275086.15 2281097.14 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275148.50 2280551.36 25.00 0.00
6275178.61 2280551.72 25.00 0.00
6275178.61 2280546.24 25.00 0.00
6275192.17 2280546.24 25.00 0.00
6275191.82 2280535.41 25.00 0.00
6275196.10 2280535.06 25.00 0.00
6275195.62 2280519.11 25.00 0.00
6275190.51 2280518.75 25.00 0.00
6275190.27 2280506.14 25.00 0.00
6275186.46 2280506.26 25.00 0.00
6275186.22 2280503.88 25.00 0.00
6275144.09 2280504.11 25.00 0.00
6275144.09 2280524.47 25.00 0.00
6275139.93 2280524.58 25.00 0.00
6275140.76 2280543.75 25.00 0.00
6275148.38 2280543.63 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275086.15 2280691.33 25.00 0.00
6275111.98 2280691.11 25.00 0.00
6275111.32 2280683.08 25.00 0.00
6275115.23 2280682.64 25.00 0.00
6275115.23 2280660.51 25.00 0.00
6275111.11 2280660.51 25.00 0.00
6275110.89 2280643.15 25.00 0.00
6275086.80 2280643.58 25.00 0.00
6275086.15 2280660.94 25.00 0.00
6275082.68 2280660.73 25.00 0.00
6275082.90 2280682.21 25.00 0.00
6275086.15 2280682.21 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275002.82 2280682.64 25.00 0.00
6275018.01 2280682.43 25.00 0.00
6275019.09 2280657.04 25.00 0.00
6275023.00 2280657.04 25.00 0.00
6275023.22 2280594.97 25.00 0.00
6275019.09 2280595.40 25.00 0.00
6275018.88 2280569.80 25.00 0.00
6275002.60 2280568.93 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274943.79 2280784.21 25.00 0.00
6274963.32 2280783.99 25.00 0.00
Urban Crossroads, Inc.
223
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
6274963.54 2280788.76 25.00 0.00
6274982.85 2280789.20 25.00 0.00
6274982.85 2280780.52 25.00 0.00
6274990.66 2280780.08 25.00 0.00
6274991.53 2280746.23 25.00 0.00
6274982.64 2280745.80 25.00 0.00
6274982.64 2280738.20 25.00 0.00
6274963.76 2280738.63 25.00 0.00
6274963.76 2280742.11 25.00 0.00
6274943.36 2280741.89 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275000.65 2280821.53 25.00 0.00
6275017.79 2280821.75 25.00 0.00
6275018.23 2280796.14 25.00 0.00
6275021.48 2280796.14 25.00 0.00
6275022.35 2280734.29 25.00 0.00
6275018.66 2280734.51 25.00 0.00
6275018.01 2280708.69 25.00 0.00
6275001.52 2280708.69 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274942.70 2281141.85 25.00 0.00
6274960.28 2281141.41 25.00 0.00
6274960.93 2281145.54 25.00 0.00
6274982.42 2281145.54 25.00 0.00
6274982.20 2281141.41 25.00 0.00
6274991.32 2281141.85 25.00 0.00
6274990.66 2281116.46 25.00 0.00
6274982.64 2281117.32 25.00 0.00
6274982.64 2281112.98 25.00 0.00
6274960.28 2281112.55 25.00 0.00
6274960.07 2281117.11 25.00 0.00
6274942.92 2281117.11 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275032.77 2281244.71 25.00 0.00
6275066.19 2281244.28 25.00 0.00
6275066.40 2281236.68 25.00 0.00
6275075.95 2281236.25 25.00 0.00
6275075.30 2281216.93 25.00 0.00
6275071.18 2281216.72 25.00 0.00
6275071.39 2281196.10 25.00 0.00
6275050.78 2281196.10 25.00 0.00
6275050.34 2281201.52 25.00 0.00
6275029.08 2281201.31 25.00 0.00
6275028.86 2281218.02 25.00 0.00
6275024.95 2281218.02 25.00 0.00
6275025.17 2281237.77 25.00 0.00
6275032.55 2281237.55 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275086.70 2281025.70 25.00 0.00
6275111.69 2281025.93 25.00 0.00
6275111.69 2281008.56 25.00 0.00
6275115.74 2281008.20 25.00 0.00
6275115.86 2280986.54 25.00 0.00
6275111.93 2280986.07 25.00 0.00
6275111.81 2280977.73 25.00 0.00
6275086.94 2280977.73 25.00 0.00
6275086.82 2280986.07 25.00 0.00
6275082.77 2280986.07 25.00 0.00
6275082.77 2281008.20 25.00 0.00
6275086.58 2281008.08 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274943.79 2281199.14 25.00 0.00
6274963.32 2281198.92 25.00 0.00
6274963.54 2281203.69 25.00 0.00
6274982.85 2281204.13 25.00 0.00
6274982.85 2281195.45 25.00 0.00
6274990.66 2281195.01 25.00 0.00
6274991.53 2281161.16 25.00 0.00
6274982.64 2281160.73 25.00 0.00
6274982.64 2281153.13 25.00 0.00
6274963.76 2281153.56 25.00 0.00
6274963.76 2281157.04 25.00 0.00
6274943.36 2281156.82 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275126.08 2280750.14 25.00 0.00
6275168.40 2280749.92 25.00 0.00
6275168.83 2280740.15 25.00 0.00
6275174.91 2280738.85 25.00 0.00
6275175.56 2280724.75 25.00 0.00
6275172.52 2280724.53 25.00 0.00
6275172.52 2280710.21 25.00 0.00
6275163.84 2280710.42 25.00 0.00
6275164.06 2280701.74 25.00 0.00
Urban Crossroads, Inc.
224
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
6275130.64 2280700.87 25.00 0.00
6275130.42 2280709.77 25.00 0.00
6275122.39 2280709.77 25.00 0.00
6275122.61 2280728.87 25.00 0.00
6275125.86 2280728.87 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274942.70 2281239.50 25.00 0.00
6274960.28 2281239.07 25.00 0.00
6274960.93 2281243.19 25.00 0.00
6274982.42 2281243.19 25.00 0.00
6274982.20 2281239.07 25.00 0.00
6274991.32 2281239.50 25.00 0.00
6274990.66 2281214.11 25.00 0.00
6274982.64 2281214.98 25.00 0.00
6274982.64 2281210.64 25.00 0.00
6274960.28 2281210.21 25.00 0.00
6274960.07 2281214.76 25.00 0.00
6274942.92 2281214.76 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275016.06 2281302.87 25.00 0.00
6275058.81 2281302.22 25.00 0.00
6275058.59 2281281.60 25.00 0.00
6275062.93 2281280.95 25.00 0.00
6275062.93 2281263.16 25.00 0.00
6275054.25 2281262.72 25.00 0.00
6275055.12 2281254.48 25.00 0.00
6275021.26 2281254.91 25.00 0.00
6275021.48 2281263.16 25.00 0.00
6275012.15 2281262.94 25.00 0.00
6275012.58 2281281.82 25.00 0.00
6275016.27 2281281.17 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275126.45 2280610.53 25.00 0.00
6275168.58 2280611.12 25.00 0.00
6275169.17 2280601.13 25.00 0.00
6275176.31 2280600.29 25.00 0.00
6275176.20 2280586.13 25.00 0.00
6275172.98 2280586.01 25.00 0.00
6275172.98 2280571.49 25.00 0.00
6275164.89 2280571.13 25.00 0.00
6275164.65 2280562.92 25.00 0.00
6275131.09 2280563.16 25.00 0.00
6275131.09 2280571.25 25.00 0.00
6275122.40 2280571.49 25.00 0.00
6275122.64 2280590.30 25.00 0.00
6275126.57 2280590.41 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275000.65 2281236.46 25.00 0.00
6275017.79 2281236.68 25.00 0.00
6275018.23 2281211.07 25.00 0.00
6275021.48 2281211.07 25.00 0.00
6275022.35 2281149.22 25.00 0.00
6275018.66 2281149.44 25.00 0.00
6275018.01 2281123.62 25.00 0.00
6275001.52 2281123.62 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275129.55 2280690.89 25.00 0.00
6275164.49 2280691.98 25.00 0.00
6275164.71 2280684.16 25.00 0.00
6275172.74 2280683.73 25.00 0.00
6275173.17 2280669.62 25.00 0.00
6275175.78 2280669.19 25.00 0.00
6275174.91 2280652.91 25.00 0.00
6275168.62 2280652.91 25.00 0.00
6275168.83 2280642.93 25.00 0.00
6275125.86 2280644.45 25.00 0.00
6275126.30 2280663.55 25.00 0.00
6275121.52 2280663.55 25.00 0.00
6275122.83 2280683.51 25.00 0.00
6275130.42 2280683.30 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275033.42 2281106.26 25.00 0.00
6275067.05 2281106.26 25.00 0.00
6275067.49 2281097.58 25.00 0.00
6275075.95 2281097.36 25.00 0.00
6275075.73 2281078.69 25.00 0.00
6275071.18 2281078.69 25.00 0.00
6275071.83 2281057.86 25.00 0.00
6275050.99 2281058.30 25.00 0.00
6275050.34 2281063.72 25.00 0.00
6275030.16 2281063.50 25.00 0.00
6275029.08 2281080.00 25.00 0.00
6275024.52 2281079.56 25.00 0.00
Urban Crossroads, Inc.
225
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
6275024.95 2281098.88 25.00 0.00
6275032.98 2281099.09 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275002.82 2281097.58 25.00 0.00
6275018.01 2281097.36 25.00 0.00
6275019.09 2281071.97 25.00 0.00
6275023.00 2281071.97 25.00 0.00
6275023.22 2281009.90 25.00 0.00
6275019.09 2281010.34 25.00 0.00
6275018.88 2280984.73 25.00 0.00
6275002.60 2280983.86 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274943.79 2280686.55 25.00 0.00
6274963.32 2280686.33 25.00 0.00
6274963.54 2280691.11 25.00 0.00
6274982.85 2280691.54 25.00 0.00
6274982.85 2280682.86 25.00 0.00
6274990.66 2280682.43 25.00 0.00
6274991.53 2280648.57 25.00 0.00
6274982.64 2280648.14 25.00 0.00
6274982.64 2280640.54 25.00 0.00
6274963.76 2280640.98 25.00 0.00
6274963.76 2280644.45 25.00 0.00
6274943.36 2280644.23 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275051.46 2280551.42 25.00 0.00
6275085.29 2280551.91 25.00 0.00
6275085.29 2280543.19 25.00 0.00
6275093.52 2280543.11 25.00 0.00
6275093.60 2280524.62 25.00 0.00
6275089.40 2280524.14 25.00 0.00
6275089.40 2280503.64 25.00 0.00
6275047.10 2280503.31 25.00 0.00
6275047.18 2280524.06 25.00 0.00
6275042.42 2280524.14 25.00 0.00
6275042.82 2280543.92 25.00 0.00
6275051.46 2280543.84 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275129.55 2281105.82 25.00 0.00
6275164.49 2281106.91 25.00 0.00
6275164.71 2281099.09 25.00 0.00
6275172.74 2281098.66 25.00 0.00
6275173.17 2281084.55 25.00 0.00
6275175.78 2281084.12 25.00 0.00
6275174.91 2281067.84 25.00 0.00
6275168.62 2281067.84 25.00 0.00
6275168.83 2281057.86 25.00 0.00
6275125.86 2281059.38 25.00 0.00
6275126.30 2281078.48 25.00 0.00
6275121.52 2281078.48 25.00 0.00
6275122.83 2281098.44 25.00 0.00
6275130.42 2281098.23 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274943.36 2280629.69 25.00 0.00
6274960.93 2280629.26 25.00 0.00
6274961.58 2280633.38 25.00 0.00
6274983.07 2280633.38 25.00 0.00
6274982.85 2280629.26 25.00 0.00
6274991.97 2280629.69 25.00 0.00
6274991.32 2280604.30 25.00 0.00
6274983.29 2280605.17 25.00 0.00
6274983.29 2280600.83 25.00 0.00
6274960.93 2280600.40 25.00 0.00
6274960.72 2280604.95 25.00 0.00
6274943.57 2280604.95 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275000.65 2281236.46 25.00 0.00
6275017.79 2281236.68 25.00 0.00
6275018.23 2281211.07 25.00 0.00
6275021.48 2281211.07 25.00 0.00
6275022.35 2281149.22 25.00 0.00
6275018.66 2281149.44 25.00 0.00
6275018.01 2281123.62 25.00 0.00
6275001.52 2281123.62 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275086.15 2280829.56 25.00 0.00
6275111.32 2280829.56 25.00 0.00
6275110.46 2280821.10 25.00 0.00
6275114.58 2280820.88 25.00 0.00
6275114.80 2280799.18 25.00 0.00
6275110.67 2280798.75 25.00 0.00
6275110.67 2280782.04 25.00 0.00
6275085.72 2280781.82 25.00 0.00
6275084.85 2280798.96 25.00 0.00
Urban Crossroads, Inc.
226
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
6275081.59 2280799.18 25.00 0.00
6275082.03 2280820.88 25.00 0.00
6275086.58 2280820.88 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275000.65 2280821.53 25.00 0.00
6275017.79 2280821.75 25.00 0.00
6275018.23 2280796.14 25.00 0.00
6275021.48 2280796.14 25.00 0.00
6275022.35 2280734.29 25.00 0.00
6275018.66 2280734.51 25.00 0.00
6275018.01 2280708.69 25.00 0.00
6275001.52 2280708.69 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274942.70 2280824.57 25.00 0.00
6274960.28 2280824.14 25.00 0.00
6274960.93 2280828.26 25.00 0.00
6274982.42 2280828.26 25.00 0.00
6274982.20 2280824.14 25.00 0.00
6274991.32 2280824.57 25.00 0.00
6274990.66 2280799.18 25.00 0.00
6274982.64 2280800.05 25.00 0.00
6274982.64 2280795.71 25.00 0.00
6274960.28 2280795.27 25.00 0.00
6274960.07 2280799.83 25.00 0.00
6274942.92 2280799.83 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275014.48 2280887.01 25.00 0.00
6275038.57 2280887.22 25.00 0.00
6275039.01 2280869.21 25.00 0.00
6275043.13 2280868.78 25.00 0.00
6275042.91 2280847.29 25.00 0.00
6275039.22 2280847.51 25.00 0.00
6275039.22 2280839.70 25.00 0.00
6275014.70 2280839.70 25.00 0.00
6275014.70 2280847.51 25.00 0.00
6275011.01 2280847.73 25.00 0.00
6275010.79 2280869.43 25.00 0.00
6275014.27 2280869.00 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275085.93 2281163.33 25.00 0.00
6275110.24 2281163.55 25.00 0.00
6275110.67 2281147.27 25.00 0.00
6275114.58 2281146.84 25.00 0.00
6275115.45 2281125.14 25.00 0.00
6275111.54 2281124.92 25.00 0.00
6275111.32 2281116.46 25.00 0.00
6275086.37 2281116.24 25.00 0.00
6275086.15 2281124.48 25.00 0.00
6275082.24 2281124.92 25.00 0.00
6275082.68 2281146.62 25.00 0.00
6275085.72 2281146.40 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275130.20 2280829.78 25.00 0.00
6275164.49 2280830.43 25.00 0.00
6275164.06 2280821.75 25.00 0.00
6275172.52 2280821.32 25.00 0.00
6275173.39 2280791.80 25.00 0.00
6275168.83 2280791.59 25.00 0.00
6275168.18 2280780.95 25.00 0.00
6275126.52 2280781.17 25.00 0.00
6275126.30 2280802.44 25.00 0.00
6275121.74 2280801.79 25.00 0.00
6275122.39 2280821.10 25.00 0.00
6275129.99 2280821.53 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275114.15 2281302.65 25.00 0.00
6275155.81 2281302.87 25.00 0.00
6275155.60 2281300.92 25.00 0.00
6275159.72 2281300.48 25.00 0.00
6275159.50 2281287.90 25.00 0.00
6275164.93 2281287.03 25.00 0.00
6275164.93 2281272.27 25.00 0.00
6275160.80 2281271.40 25.00 0.00
6275161.02 2281260.55 25.00 0.00
6275147.35 2281260.99 25.00 0.00
6275147.57 2281255.34 25.00 0.00
6275118.05 2281255.13 25.00 0.00
6275118.05 2281262.94 25.00 0.00
6275110.02 2281263.16 25.00 0.00
6275109.59 2281282.04 25.00 0.00
6275113.28 2281281.82 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275126.45 2281025.46 25.00 0.00
6275168.58 2281026.05 25.00 0.00
Urban Crossroads, Inc.
227
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
6275169.17 2281016.06 25.00 0.00
6275176.31 2281015.22 25.00 0.00
6275176.20 2281001.06 25.00 0.00
6275172.98 2281000.94 25.00 0.00
6275172.98 2280986.42 25.00 0.00
6275164.89 2280986.07 25.00 0.00
6275164.65 2280977.85 25.00 0.00
6275131.09 2280978.09 25.00 0.00
6275131.09 2280986.18 25.00 0.00
6275122.40 2280986.42 25.00 0.00
6275122.64 2281005.23 25.00 0.00
6275126.57 2281005.35 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275126.08 2281165.07 25.00 0.00
6275168.40 2281164.85 25.00 0.00
6275168.83 2281155.08 25.00 0.00
6275174.91 2281153.78 25.00 0.00
6275175.56 2281139.68 25.00 0.00
6275172.52 2281139.46 25.00 0.00
6275172.52 2281125.14 25.00 0.00
6275163.84 2281125.35 25.00 0.00
6275164.06 2281116.67 25.00 0.00
6275130.64 2281115.80 25.00 0.00
6275130.42 2281124.70 25.00 0.00
6275122.39 2281124.70 25.00 0.00
6275122.61 2281143.80 25.00 0.00
6275125.86 2281143.80 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275025.64 2280967.26 25.00 0.00
6275055.52 2280967.50 25.00 0.00
6275055.40 2280959.17 25.00 0.00
6275064.32 2280958.69 25.00 0.00
6275063.73 2280940.25 25.00 0.00
6275060.04 2280939.89 25.00 0.00
6275059.44 2280919.66 25.00 0.00
6275017.67 2280919.54 25.00 0.00
6275017.43 2280921.08 25.00 0.00
6275013.98 2280921.32 25.00 0.00
6275013.86 2280934.53 25.00 0.00
6275008.74 2280933.94 25.00 0.00
6275008.86 2280950.48 25.00 0.00
6275011.96 2280950.36 25.00 0.00
6275012.91 2280961.43 25.00 0.00
6275026.36 2280961.43 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275103.44 2280886.66 25.00 0.00
6275145.10 2280886.88 25.00 0.00
6275144.89 2280884.93 25.00 0.00
6275149.01 2280884.49 25.00 0.00
6275148.79 2280871.91 25.00 0.00
6275154.22 2280871.04 25.00 0.00
6275154.22 2280856.28 25.00 0.00
6275150.10 2280855.41 25.00 0.00
6275150.31 2280844.56 25.00 0.00
6275136.64 2280845.00 25.00 0.00
6275136.86 2280839.36 25.00 0.00
6275107.34 2280839.14 25.00 0.00
6275107.34 2280846.95 25.00 0.00
6275099.31 2280847.17 25.00 0.00
6275098.88 2280866.05 25.00 0.00
6275102.57 2280865.83 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275085.93 2280748.40 25.00 0.00
6275110.24 2280748.62 25.00 0.00
6275110.67 2280732.34 25.00 0.00
6275114.58 2280731.91 25.00 0.00
6275115.45 2280710.21 25.00 0.00
6275111.54 2280709.99 25.00 0.00
6275111.32 2280701.52 25.00 0.00
6275086.37 2280701.31 25.00 0.00
6275086.15 2280709.55 25.00 0.00
6275082.24 2280709.99 25.00 0.00
6275082.68 2280731.69 25.00 0.00
6275085.72 2280731.47 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274957.24 2280887.07 25.00 0.00
6274999.13 2280887.29 25.00 0.00
6274999.78 2280867.76 25.00 0.00
6275003.25 2280866.02 25.00 0.00
6275003.69 2280847.14 25.00 0.00
6274995.01 2280847.14 25.00 0.00
6274995.22 2280839.33 25.00 0.00
Urban Crossroads, Inc.
228
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
6274962.24 2280839.55 25.00 0.00
6274961.58 2280847.36 25.00 0.00
6274953.34 2280848.01 25.00 0.00
6274952.90 2280862.33 25.00 0.00
6274950.08 2280862.33 25.00 0.00
6274949.87 2280866.46 25.00 0.00
6274957.46 2280866.67 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275028.64 2281159.21 25.00 0.00
6275050.56 2281158.77 25.00 0.00
6275050.13 2281164.42 25.00 0.00
6275070.74 2281163.98 25.00 0.00
6275071.39 2281143.58 25.00 0.00
6275075.30 2281143.58 25.00 0.00
6275075.73 2281124.70 25.00 0.00
6275067.05 2281124.70 25.00 0.00
6275067.05 2281116.02 25.00 0.00
6275032.55 2281116.46 25.00 0.00
6275032.33 2281123.18 25.00 0.00
6275024.52 2281122.75 25.00 0.00
6275024.74 2281142.28 25.00 0.00
6275028.64 2281141.85 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275029.57 2281020.58 25.00 0.00
6275050.52 2281020.70 25.00 0.00
6275050.88 2281025.93 25.00 0.00
6275071.46 2281025.82 25.00 0.00
6275071.94 2281005.46 25.00 0.00
6275076.46 2281005.23 25.00 0.00
6275076.11 2280985.95 25.00 0.00
6275067.77 2280985.83 25.00 0.00
6275067.30 2280977.73 25.00 0.00
6275033.62 2280977.73 25.00 0.00
6275033.14 2280984.52 25.00 0.00
6275025.29 2280984.40 25.00 0.00
6275025.41 2281003.80 25.00 0.00
6275029.33 2281003.68 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275086.15 2281244.49 25.00 0.00
6275111.32 2281244.49 25.00 0.00
6275110.46 2281236.03 25.00 0.00
6275114.58 2281235.81 25.00 0.00
6275114.80 2281214.11 25.00 0.00
6275110.67 2281213.68 25.00 0.00
6275110.67 2281196.97 25.00 0.00
6275085.72 2281196.75 25.00 0.00
6275084.85 2281213.89 25.00 0.00
6275081.59 2281214.11 25.00 0.00
6275082.03 2281235.81 25.00 0.00
6275086.58 2281235.81 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275118.95 2280967.26 25.00 0.00
6275149.06 2280967.62 25.00 0.00
6275149.06 2280962.14 25.00 0.00
6275162.63 2280962.14 25.00 0.00
6275162.27 2280951.31 25.00 0.00
6275166.56 2280950.96 25.00 0.00
6275166.08 2280935.01 25.00 0.00
6275160.96 2280934.65 25.00 0.00
6275160.72 2280922.04 25.00 0.00
6275156.92 2280922.16 25.00 0.00
6275156.68 2280919.78 25.00 0.00
6275114.55 2280920.01 25.00 0.00
6275114.55 2280940.36 25.00 0.00
6275110.38 2280940.48 25.00 0.00
6275111.21 2280959.64 25.00 0.00
6275118.83 2280959.53 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274943.36 2281044.62 25.00 0.00
6274960.93 2281044.19 25.00 0.00
6274961.58 2281048.31 25.00 0.00
6274983.07 2281048.31 25.00 0.00
6274982.85 2281044.19 25.00 0.00
6274991.97 2281044.62 25.00 0.00
6274991.32 2281019.23 25.00 0.00
6274983.29 2281020.10 25.00 0.00
6274983.29 2281015.76 25.00 0.00
6274960.93 2281015.33 25.00 0.00
6274960.72 2281019.88 25.00 0.00
6274943.57 2281019.88 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275063.79 2280887.44 25.00 0.00
6275087.88 2280887.66 25.00 0.00
Urban Crossroads, Inc.
229
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
6275088.31 2280869.65 25.00 0.00
6275092.43 2280869.21 25.00 0.00
6275092.22 2280847.73 25.00 0.00
6275088.53 2280847.95 25.00 0.00
6275088.53 2280840.13 25.00 0.00
6275064.01 2280840.13 25.00 0.00
6275064.01 2280847.95 25.00 0.00
6275060.32 2280848.16 25.00 0.00
6275060.10 2280869.87 25.00 0.00
6275063.57 2280869.43 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274943.29 2280589.70 25.00 0.00
6274963.88 2280589.46 25.00 0.00
6274964.23 2280594.58 25.00 0.00
6274983.04 2280594.10 25.00 0.00
6274983.04 2280586.73 25.00 0.00
6274991.61 2280585.89 25.00 0.00
6274991.37 2280555.78 25.00 0.00
6274986.13 2280555.54 25.00 0.00
6274986.13 2280542.69 25.00 0.00
6274975.30 2280542.57 25.00 0.00
6274975.42 2280538.76 25.00 0.00
6274958.16 2280538.64 25.00 0.00
6274958.16 2280544.12 25.00 0.00
6274946.26 2280543.52 25.00 0.00
6274946.14 2280547.93 25.00 0.00
6274943.76 2280548.05 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275033.42 2280691.33 25.00 0.00
6275067.05 2280691.33 25.00 0.00
6275067.49 2280682.64 25.00 0.00
6275075.95 2280682.43 25.00 0.00
6275075.73 2280663.76 25.00 0.00
6275071.18 2280663.76 25.00 0.00
6275071.83 2280642.93 25.00 0.00
6275050.99 2280643.36 25.00 0.00
6275050.34 2280648.79 25.00 0.00
6275030.16 2280648.57 25.00 0.00
6275029.08 2280665.07 25.00 0.00
6275024.52 2280664.63 25.00 0.00
6275024.95 2280683.95 25.00 0.00
6275032.98 2280684.16 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275074.00 2281302.44 25.00 0.00
6275098.09 2281302.65 25.00 0.00
6275098.52 2281284.64 25.00 0.00
6275102.64 2281284.21 25.00 0.00
6275102.43 2281262.72 25.00 0.00
6275098.74 2281262.94 25.00 0.00
6275098.74 2281255.13 25.00 0.00
6275074.22 2281255.13 25.00 0.00
6275074.22 2281262.94 25.00 0.00
6275070.53 2281263.16 25.00 0.00
6275070.31 2281284.86 25.00 0.00
6275073.78 2281284.42 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275032.77 2280829.78 25.00 0.00
6275066.19 2280829.35 25.00 0.00
6275066.40 2280821.75 25.00 0.00
6275075.95 2280821.32 25.00 0.00
6275075.30 2280802.00 25.00 0.00
6275071.18 2280801.79 25.00 0.00
6275071.39 2280781.17 25.00 0.00
6275050.78 2280781.17 25.00 0.00
6275050.34 2280786.59 25.00 0.00
6275029.08 2280786.38 25.00 0.00
6275028.86 2280803.09 25.00 0.00
6275024.95 2280803.09 25.00 0.00
6275025.17 2280822.84 25.00 0.00
6275032.55 2280822.62 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274942.70 2280726.92 25.00 0.00
6274960.28 2280726.48 25.00 0.00
6274960.93 2280730.60 25.00 0.00
6274982.42 2280730.60 25.00 0.00
6274982.20 2280726.48 25.00 0.00
6274991.32 2280726.92 25.00 0.00
6274990.66 2280701.52 25.00 0.00
6274982.64 2280702.39 25.00 0.00
6274982.64 2280698.05 25.00 0.00
6274960.28 2280697.62 25.00 0.00
6274960.07 2280702.18 25.00 0.00
Urban Crossroads, Inc.
230
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
6274942.92 2280702.18 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274943.29 2281004.63 25.00 0.00
6274963.88 2281004.39 25.00 0.00
6274964.23 2281009.51 25.00 0.00
6274983.04 2281009.03 25.00 0.00
6274983.04 2281001.66 25.00 0.00
6274991.61 2281000.82 25.00 0.00
6274991.37 2280970.71 25.00 0.00
6274986.13 2280970.47 25.00 0.00
6274986.13 2280957.62 25.00 0.00
6274975.30 2280957.50 25.00 0.00
6274975.42 2280953.69 25.00 0.00
6274958.16 2280953.58 25.00 0.00
6274958.16 2280959.05 25.00 0.00
6274946.26 2280958.45 25.00 0.00
6274946.14 2280962.86 25.00 0.00
6274943.76 2280962.98 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275130.20 2281244.71 25.00 0.00
6275164.49 2281245.36 25.00 0.00
6275164.06 2281236.68 25.00 0.00
6275172.52 2281236.25 25.00 0.00
6275173.39 2281206.73 25.00 0.00
6275168.83 2281206.52 25.00 0.00
6275168.18 2281195.88 25.00 0.00
6275126.52 2281196.10 25.00 0.00
6275126.30 2281217.37 25.00 0.00
6275121.74 2281216.72 25.00 0.00
6275122.39 2281236.03 25.00 0.00
6275129.99 2281236.46 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275028.21 2280319.80 25.00 0.00
6275061.85 2280319.80 25.00 0.00
6275062.28 2280311.12 25.00 0.00
6275070.74 2280310.90 25.00 0.00
6275070.53 2280292.24 25.00 0.00
6275065.97 2280292.24 25.00 0.00
6275066.62 2280271.40 25.00 0.00
6275045.79 2280271.84 25.00 0.00
6275045.14 2280277.26 25.00 0.00
6275024.95 2280277.05 25.00 0.00
6275023.87 2280293.54 25.00 0.00
6275019.31 2280293.10 25.00 0.00
6275019.74 2280312.42 25.00 0.00
6275027.77 2280312.64 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274995.44 2280450.01 25.00 0.00
6275012.58 2280450.22 25.00 0.00
6275013.02 2280424.61 25.00 0.00
6275016.27 2280424.61 25.00 0.00
6275017.14 2280362.77 25.00 0.00
6275013.45 2280362.98 25.00 0.00
6275012.80 2280337.16 25.00 0.00
6274996.31 2280337.16 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274938.58 2280315.02 25.00 0.00
6274958.11 2280314.81 25.00 0.00
6274958.33 2280319.58 25.00 0.00
6274977.64 2280320.01 25.00 0.00
6274977.64 2280311.33 25.00 0.00
6274985.46 2280310.90 25.00 0.00
6274986.32 2280277.05 25.00 0.00
6274977.43 2280276.61 25.00 0.00
6274977.43 2280269.02 25.00 0.00
6274958.55 2280269.45 25.00 0.00
6274958.55 2280272.92 25.00 0.00
6274938.15 2280272.71 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275027.56 2280458.25 25.00 0.00
6275060.98 2280457.82 25.00 0.00
6275061.19 2280450.22 25.00 0.00
6275070.74 2280449.79 25.00 0.00
6275070.09 2280430.47 25.00 0.00
6275065.97 2280430.26 25.00 0.00
6275066.19 2280409.64 25.00 0.00
6275045.57 2280409.64 25.00 0.00
6275045.14 2280415.07 25.00 0.00
6275023.87 2280414.85 25.00 0.00
6275023.65 2280431.56 25.00 0.00
6275019.74 2280431.56 25.00 0.00
6275019.96 2280451.31 25.00 0.00
6275027.34 2280451.09 25.00 0.00
Urban Crossroads, Inc.
231
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
BLDG_R 0 x 0 25.00 a 6275125.00 2280458.25 25.00 0.00
6275159.28 2280458.90 25.00 0.00
6275158.85 2280450.22 25.00 0.00
6275167.31 2280449.79 25.00 0.00
6275168.18 2280420.27 25.00 0.00
6275163.62 2280420.06 25.00 0.00
6275162.97 2280409.42 25.00 0.00
6275121.31 2280409.64 25.00 0.00
6275121.09 2280430.91 25.00 0.00
6275116.53 2280430.26 25.00 0.00
6275117.18 2280449.57 25.00 0.00
6275124.78 2280450.01 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274938.58 2280412.68 25.00 0.00
6274958.11 2280412.46 25.00 0.00
6274958.33 2280417.24 25.00 0.00
6274977.64 2280417.67 25.00 0.00
6274977.64 2280408.99 25.00 0.00
6274985.46 2280408.56 25.00 0.00
6274986.32 2280374.70 25.00 0.00
6274977.43 2280374.27 25.00 0.00
6274977.43 2280366.67 25.00 0.00
6274958.55 2280367.11 25.00 0.00
6274958.55 2280370.58 25.00 0.00
6274938.15 2280370.36 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275080.94 2280319.80 25.00 0.00
6275106.77 2280319.58 25.00 0.00
6275106.12 2280311.55 25.00 0.00
6275110.02 2280311.12 25.00 0.00
6275110.02 2280288.98 25.00 0.00
6275105.90 2280288.98 25.00 0.00
6275105.68 2280271.62 25.00 0.00
6275081.59 2280272.05 25.00 0.00
6275080.94 2280289.42 25.00 0.00
6275077.47 2280289.20 25.00 0.00
6275077.69 2280310.68 25.00 0.00
6275080.94 2280310.68 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274938.15 2280258.17 25.00 0.00
6274955.73 2280257.73 25.00 0.00
6274956.38 2280261.85 25.00 0.00
6274977.86 2280261.85 25.00 0.00
6274977.64 2280257.73 25.00 0.00
6274986.76 2280258.17 25.00 0.00
6274986.11 2280232.77 25.00 0.00
6274978.08 2280233.64 25.00 0.00
6274978.08 2280229.30 25.00 0.00
6274955.73 2280228.87 25.00 0.00
6274955.51 2280233.43 25.00 0.00
6274938.36 2280233.43 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275024.36 2280234.12 25.00 0.00
6275045.31 2280234.24 25.00 0.00
6275045.67 2280239.48 25.00 0.00
6275066.26 2280239.36 25.00 0.00
6275066.73 2280219.01 25.00 0.00
6275071.25 2280218.77 25.00 0.00
6275070.90 2280199.49 25.00 0.00
6275062.57 2280199.37 25.00 0.00
6275062.09 2280191.28 25.00 0.00
6275028.41 2280191.28 25.00 0.00
6275027.93 2280198.06 25.00 0.00
6275020.08 2280197.94 25.00 0.00
6275020.20 2280217.34 25.00 0.00
6275024.13 2280217.22 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274937.50 2280355.39 25.00 0.00
6274955.07 2280354.95 25.00 0.00
6274955.73 2280359.08 25.00 0.00
6274977.21 2280359.08 25.00 0.00
6274976.99 2280354.95 25.00 0.00
6274986.11 2280355.39 25.00 0.00
6274985.46 2280330.00 25.00 0.00
6274977.43 2280330.86 25.00 0.00
6274977.43 2280326.52 25.00 0.00
6274955.07 2280326.09 25.00 0.00
6274954.86 2280330.65 25.00 0.00
6274937.71 2280330.65 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275080.73 2280376.87 25.00 0.00
6275105.03 2280377.09 25.00 0.00
6275105.47 2280360.81 25.00 0.00
Urban Crossroads, Inc.
232
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
6275109.37 2280360.38 25.00 0.00
6275110.24 2280338.68 25.00 0.00
6275106.33 2280338.46 25.00 0.00
6275106.12 2280330.00 25.00 0.00
6275081.16 2280329.78 25.00 0.00
6275080.94 2280338.03 25.00 0.00
6275077.04 2280338.46 25.00 0.00
6275077.47 2280360.16 25.00 0.00
6275080.51 2280359.94 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274995.44 2280450.01 25.00 0.00
6275012.58 2280450.22 25.00 0.00
6275013.02 2280424.61 25.00 0.00
6275016.27 2280424.61 25.00 0.00
6275017.14 2280362.77 25.00 0.00
6275013.45 2280362.98 25.00 0.00
6275012.80 2280337.16 25.00 0.00
6274996.31 2280337.16 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275120.87 2280378.61 25.00 0.00
6275163.19 2280378.39 25.00 0.00
6275163.62 2280368.63 25.00 0.00
6275169.70 2280367.32 25.00 0.00
6275170.35 2280353.22 25.00 0.00
6275167.31 2280353.00 25.00 0.00
6275167.31 2280338.68 25.00 0.00
6275158.63 2280338.89 25.00 0.00
6275158.85 2280330.21 25.00 0.00
6275125.43 2280329.35 25.00 0.00
6275125.21 2280338.24 25.00 0.00
6275117.18 2280338.24 25.00 0.00
6275117.40 2280357.34 25.00 0.00
6275120.66 2280357.34 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275121.24 2280239.00 25.00 0.00
6275163.37 2280239.60 25.00 0.00
6275163.96 2280229.60 25.00 0.00
6275171.11 2280228.76 25.00 0.00
6275170.99 2280214.60 25.00 0.00
6275167.77 2280214.48 25.00 0.00
6275167.77 2280199.96 25.00 0.00
6275159.68 2280199.61 25.00 0.00
6275159.44 2280191.40 25.00 0.00
6275125.88 2280191.63 25.00 0.00
6275125.88 2280199.73 25.00 0.00
6275117.19 2280199.96 25.00 0.00
6275117.43 2280218.77 25.00 0.00
6275121.36 2280218.89 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275023.43 2280372.75 25.00 0.00
6275045.35 2280372.31 25.00 0.00
6275044.92 2280377.96 25.00 0.00
6275065.53 2280377.52 25.00 0.00
6275066.19 2280357.12 25.00 0.00
6275070.09 2280357.12 25.00 0.00
6275070.53 2280338.24 25.00 0.00
6275061.85 2280338.24 25.00 0.00
6275061.85 2280329.56 25.00 0.00
6275027.34 2280330.00 25.00 0.00
6275027.12 2280336.72 25.00 0.00
6275019.31 2280336.29 25.00 0.00
6275019.53 2280355.82 25.00 0.00
6275023.43 2280355.39 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275124.35 2280319.36 25.00 0.00
6275159.28 2280320.45 25.00 0.00
6275159.50 2280312.64 25.00 0.00
6275167.53 2280312.20 25.00 0.00
6275167.97 2280298.10 25.00 0.00
6275170.57 2280297.66 25.00 0.00
6275169.70 2280281.39 25.00 0.00
6275163.41 2280281.39 25.00 0.00
6275163.62 2280271.40 25.00 0.00
6275120.66 2280272.92 25.00 0.00
6275121.09 2280292.02 25.00 0.00
6275116.32 2280292.02 25.00 0.00
6275117.62 2280311.98 25.00 0.00
6275125.21 2280311.77 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275080.94 2280458.04 25.00 0.00
6275106.12 2280458.04 25.00 0.00
6275105.25 2280449.57 25.00 0.00
6275109.37 2280449.35 25.00 0.00
Urban Crossroads, Inc.
233
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
6275109.59 2280427.65 25.00 0.00
6275105.47 2280427.22 25.00 0.00
6275105.47 2280410.51 25.00 0.00
6275080.51 2280410.29 25.00 0.00
6275079.64 2280427.44 25.00 0.00
6275076.39 2280427.65 25.00 0.00
6275076.82 2280449.35 25.00 0.00
6275081.38 2280449.35 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275081.49 2280239.24 25.00 0.00
6275106.48 2280239.48 25.00 0.00
6275106.48 2280222.10 25.00 0.00
6275110.53 2280221.74 25.00 0.00
6275110.65 2280200.08 25.00 0.00
6275106.72 2280199.61 25.00 0.00
6275106.60 2280191.28 25.00 0.00
6275081.73 2280191.28 25.00 0.00
6275081.61 2280199.61 25.00 0.00
6275077.56 2280199.61 25.00 0.00
6275077.56 2280221.74 25.00 0.00
6275081.37 2280221.62 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274937.50 2280453.04 25.00 0.00
6274955.07 2280452.61 25.00 0.00
6274955.73 2280456.73 25.00 0.00
6274977.21 2280456.73 25.00 0.00
6274976.99 2280452.61 25.00 0.00
6274986.11 2280453.04 25.00 0.00
6274985.46 2280427.65 25.00 0.00
6274977.43 2280428.52 25.00 0.00
6274977.43 2280424.18 25.00 0.00
6274955.07 2280423.75 25.00 0.00
6274954.86 2280428.30 25.00 0.00
6274937.71 2280428.30 25.00 0.00
BLDG_R 0 x 0 25.00 a 6274997.61 2280311.12 25.00 0.00
6275012.80 2280310.90 25.00 0.00
6275013.89 2280285.51 25.00 0.00
6275017.79 2280285.51 25.00 0.00
6275018.01 2280223.44 25.00 0.00
6275013.89 2280223.88 25.00 0.00
6275013.67 2280198.27 25.00 0.00
6274997.39 2280197.40 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275486.71 2280338.43 25.00 0.00
6275475.95 2280337.65 25.00 0.00
6275476.77 2280330.84 25.00 0.00
6275460.97 2280330.98 25.00 0.00
6275460.99 2280333.61 25.00 0.00
6275446.74 2280334.40 25.00 0.00
6275446.59 2280342.52 25.00 0.00
6275438.69 2280342.81 25.00 0.00
6275438.77 2280376.81 25.00 0.00
6275447.11 2280376.96 25.00 0.00
6275446.75 2280385.30 25.00 0.00
6275466.49 2280385.13 25.00 0.00
6275466.01 2280380.52 25.00 0.00
6275487.30 2280380.34 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275695.29 2280428.31 25.00 0.00
6275677.08 2280428.47 25.00 0.00
6275676.23 2280431.77 25.00 0.00
6275655.84 2280432.82 25.00 0.00
6275655.77 2280475.61 25.00 0.00
6275658.41 2280475.37 25.00 0.00
6275658.44 2280479.32 25.00 0.00
6275670.73 2280478.99 25.00 0.00
6275670.77 2280484.04 25.00 0.00
6275686.78 2280483.68 25.00 0.00
6275687.41 2280479.72 25.00 0.00
6275698.60 2280480.50 25.00 0.00
6275698.48 2280466.68 25.00 0.00
6275704.41 2280467.28 25.00 0.00
6275703.71 2280437.23 25.00 0.00
6275695.59 2280437.52 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275556.06 2280389.38 25.00 0.00
6275534.56 2280390.01 25.00 0.00
6275534.37 2280393.74 25.00 0.00
6275517.04 2280393.68 25.00 0.00
6275517.26 2280418.91 25.00 0.00
6275535.03 2280418.97 25.00 0.00
6275535.07 2280422.70 25.00 0.00
Urban Crossroads, Inc.
234
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
6275556.57 2280422.51 25.00 0.00
6275556.53 2280418.34 25.00 0.00
6275565.09 2280418.71 25.00 0.00
6275565.53 2280393.47 25.00 0.00
6275556.75 2280393.98 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275555.78 2280332.99 25.00 0.00
6275541.73 2280332.68 25.00 0.00
6275541.05 2280330.49 25.00 0.00
6275526.57 2280330.62 25.00 0.00
6275526.42 2280337.86 25.00 0.00
6275516.98 2280338.16 25.00 0.00
6275517.35 2280379.19 25.00 0.00
6275537.11 2280380.33 25.00 0.00
6275537.58 2280384.72 25.00 0.00
6275556.88 2280383.89 25.00 0.00
6275556.16 2280376.44 25.00 0.00
6275565.15 2280375.70 25.00 0.00
6275563.76 2280342.14 25.00 0.00
6275556.30 2280342.64 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275695.39 2280330.96 25.00 0.00
6275676.31 2280330.69 25.00 0.00
6275676.13 2280334.81 25.00 0.00
6275655.96 2280335.64 25.00 0.00
6275656.34 2280377.71 25.00 0.00
6275676.72 2280377.75 25.00 0.00
6275676.10 2280381.44 25.00 0.00
6275694.98 2280381.71 25.00 0.00
6275695.12 2280373.25 25.00 0.00
6275703.79 2280373.17 25.00 0.00
6275703.49 2280339.34 25.00 0.00
6275695.26 2280339.85 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275556.19 2280429.32 25.00 0.00
6275537.98 2280429.48 25.00 0.00
6275537.13 2280432.78 25.00 0.00
6275516.73 2280433.83 25.00 0.00
6275516.67 2280476.62 25.00 0.00
6275519.30 2280476.38 25.00 0.00
6275519.34 2280480.33 25.00 0.00
6275531.62 2280480.00 25.00 0.00
6275531.67 2280485.05 25.00 0.00
6275547.68 2280484.68 25.00 0.00
6275548.30 2280480.73 25.00 0.00
6275559.50 2280481.51 25.00 0.00
6275559.38 2280467.69 25.00 0.00
6275565.31 2280468.29 25.00 0.00
6275564.61 2280438.24 25.00 0.00
6275556.49 2280438.53 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275695.04 2280388.87 25.00 0.00
6275673.57 2280388.62 25.00 0.00
6275673.38 2280392.31 25.00 0.00
6275655.82 2280392.47 25.00 0.00
6275656.47 2280417.62 25.00 0.00
6275673.61 2280417.69 25.00 0.00
6275674.29 2280421.37 25.00 0.00
6275695.54 2280421.40 25.00 0.00
6275695.51 2280417.93 25.00 0.00
6275704.40 2280417.63 25.00 0.00
6275704.19 2280393.12 25.00 0.00
6275695.07 2280392.55 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275466.24 2280430.77 25.00 0.00
6275447.15 2280431.16 25.00 0.00
6275447.65 2280438.17 25.00 0.00
6275438.44 2280438.69 25.00 0.00
6275439.18 2280472.48 25.00 0.00
6275447.30 2280472.85 25.00 0.00
6275447.37 2280480.96 25.00 0.00
6275462.08 2280481.27 25.00 0.00
6275462.55 2280484.56 25.00 0.00
6275477.24 2280483.99 25.00 0.00
6275477.40 2280477.19 25.00 0.00
6275486.39 2280476.67 25.00 0.00
6275485.58 2280434.77 25.00 0.00
6275466.49 2280434.28 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275486.12 2280396.36 25.00 0.00
6275469.01 2280396.51 25.00 0.00
6275468.75 2280392.13 25.00 0.00
6275447.25 2280392.10 25.00 0.00
Urban Crossroads, Inc.
235
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
6275447.06 2280396.05 25.00 0.00
6275438.73 2280397.00 25.00 0.00
6275438.95 2280421.57 25.00 0.00
6275447.50 2280421.28 25.00 0.00
6275447.33 2280425.89 25.00 0.00
6275468.82 2280425.04 25.00 0.00
6275469.66 2280420.65 25.00 0.00
6275486.12 2280420.94 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275620.97 2280335.49 25.00 0.00
6275608.46 2280335.60 25.00 0.00
6275607.97 2280330.34 25.00 0.00
6275591.52 2280330.70 25.00 0.00
6275591.33 2280334.00 25.00 0.00
6275581.25 2280334.96 25.00 0.00
6275581.14 2280347.69 25.00 0.00
6275575.44 2280348.18 25.00 0.00
6275575.48 2280377.36 25.00 0.00
6275583.16 2280377.51 25.00 0.00
6275583.45 2280385.41 25.00 0.00
6275602.54 2280385.24 25.00 0.00
6275602.29 2280381.95 25.00 0.00
6275622.69 2280381.11 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275602.72 2280431.10 25.00 0.00
6275583.63 2280431.49 25.00 0.00
6275584.14 2280438.50 25.00 0.00
6275574.92 2280439.02 25.00 0.00
6275575.66 2280472.81 25.00 0.00
6275583.78 2280473.18 25.00 0.00
6275583.86 2280481.29 25.00 0.00
6275598.56 2280481.60 25.00 0.00
6275599.03 2280484.89 25.00 0.00
6275613.72 2280484.32 25.00 0.00
6275613.88 2280477.52 25.00 0.00
6275622.87 2280477.00 25.00 0.00
6275622.07 2280435.10 25.00 0.00
6275602.97 2280434.61 25.00 0.00
BLDG_R 0 x 0 25.00 a 6275622.60 2280396.69 25.00 0.00
6275605.49 2280396.85 25.00 0.00
6275605.23 2280392.46 25.00 0.00
6275583.73 2280392.43 25.00 0.00
6275583.54 2280396.38 25.00 0.00
6275575.21 2280397.33 25.00 0.00
6275575.43 2280421.91 25.00 0.00
6275583.99 2280421.61 25.00 0.00
6275583.81 2280426.22 25.00 0.00
6275605.30 2280425.37 25.00 0.00
6275606.14 2280420.98 25.00 0.00
6275622.60 2280421.27 25.00 0.00
Urban Crossroads, Inc.
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Town Center at Moreno Valley Specific Plan Noise and Vibration Impact Analysis 14556-15 TCMV Noise
APPENDIX 11.1:
CADNAA CONSTRUCTION NOISE MODEL INPUTS
237
Town Center at Moreno Valley Specific Plan Noise and Vibration Impact Analysis 14556-15 TCMV Noise
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238
14556 - Town Center at Moreno Valley
CadnaA Noise Prediction Model: 14556-08_Construction.cna Date: 05.03.24
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 (TNM)
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 R1 57.2 57.2 63.8 65.0 60.0 0.0 5.00 a 6275307.89 2281421.37 5.00 RECEIVERS R2 57.4 57.4 64.1 65.0 60.0 0.0 5.00 a 6276110.91 2279887.19 5.00 RECEIVERS R3 56.0 56.0 62.6 65.0 60.0 0.0 5.00 a 6276138.70 2278988.68 5.00 RECEIVERS R4 52.7 52.7 59.4 65.0 60.0 0.0 5.00 a 6275289.33 2278331.00 5.00 RECEIVERS R5 56.4 56.4 63.1 65.0 60.0 0.0 5.00 a 6274814.12 2278626.53 5.00 RECEIVERS R6 45.7 45.7 52.3 65.0 60.0 0.0 5.00 a 6274039.91 2279362.36 5.00 RECEIVERS R7 60.6 60.6 67.3 65.0 60.0 0.0 5.00 a 6274699.80 2280117.31 5.00 RECEIVERS R8 50.6 50.6 57.3 65.0 60.0 0.0 5.00 a 6274608.07 2281514.86 5.00 RECEIVERS R9 55.4 55.4 62.0 65.0 60.0 0.0 5.00 a 6276170.53 2280523.90 5.00 RECEIVERS @200 56.3 56.3 63.0 65.0 60.0 0.0 5.00 a 6276122.00 2278962.85 5.00 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) 20221013_PROJECTFOOTPRINT CONSTRUCTION 115.6 115.6 115.6 61.0 61.0 61.0 Lw 115.6 8 a Name ID Height Coordinates
Begin End x y z Ground
(ft) (ft) (ft) (ft) (ft) (ft)
20221013_PROJECTFOOTPRINT CONSTRUCTION 8.00 a 6275404.86 2281350.58 8.00 0.00 6275404.86 2281350.31 8.00 0.00
6275415.49 2281349.85 8.00 0.00
6275447.32 2281348.98 8.00 0.00
6275486.63 2281347.04 8.00 0.00
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239
Name ID Height Coordinates
Begin End x y z Ground
(ft) (ft) (ft) (ft) (ft) (ft)
6275506.23 2281345.88 8.00 0.00
6275527.56 2281344.84 8.00 0.00
6275562.20 2281342.96 8.00 0.00
6275634.83 2281340.20 8.00 0.00
6275714.39 2281339.61 8.00 0.00
6275714.39 2281338.10 8.00 0.00
6275404.79 2281331.25 8.00 0.00
6275404.71 2281331.25 8.00 0.00
6275404.67 2281331.25 8.00 0.00
6275404.67 2281331.20 8.00 0.00
6275404.65 2281330.75 8.00 0.00
6275404.48 2281324.75 8.00 0.00
6275401.79 2281324.72 8.00 0.00
6275399.12 2281324.44 8.00 0.00
6275394.85 2281323.44 8.00 0.00
6275390.79 2281321.80 8.00 0.00
6275387.02 2281319.56 8.00 0.00
6275383.64 2281316.76 8.00 0.00
6275381.46 2281314.40 8.00 0.00
6275379.56 2281311.81 8.00 0.00
6275379.55 2281311.80 8.00 0.00
6275374.98 2280703.32 8.00 0.00
6275953.14 2280698.86 8.00 0.00
6276005.14 2280698.46 8.00 0.00
6276035.59 2280698.23 8.00 0.00
6276030.80 2280078.55 8.00 0.00
6276030.17 2279998.32 8.00 0.00
6276020.27 2278718.36 8.00 0.00
6275924.52 2278719.08 8.00 0.00
6275926.99 2278687.56 8.00 0.00
6275674.70 2278689.47 8.00 0.00
6275587.57 2278694.96 8.00 0.00
6275371.88 2278695.39 8.00 0.00
6275366.99 2278692.71 8.00 0.00
6275362.48 2278689.42 8.00 0.00
6275358.45 2278685.57 8.00 0.00
6275319.41 2278685.69 8.00 0.00
6275316.15 2278689.61 8.00 0.00
6275312.45 2278693.12 8.00 0.00
6275308.36 2278696.17 8.00 0.00
6275025.51 2278699.64 8.00 0.00
6274766.88 2278705.84 8.00 0.00
6274702.64 2278707.38 8.00 0.00
6274522.80 2278709.74 8.00 0.00
6274499.67 2278709.79 8.00 0.00
6274499.63 2278709.98 8.00 0.00
6274499.55 2278709.99 8.00 0.00
6274499.60 2278716.78 8.00 0.00
6274499.67 2278728.01 8.00 0.00
6274499.68 2278730.07 8.00 0.00
6274499.69 2278731.72 8.00 0.00
6274499.78 2278743.47 8.00 0.00
6274500.70 2278743.47 8.00 0.00
6274510.34 2278745.39 8.00 0.00
6274700.14 2278783.30 8.00 0.00
6274700.17 2278788.36 8.00 0.00
6274709.53 2280008.45 8.00 0.00
6274710.13 2280088.45 8.00 0.00
6274713.15 2280487.81 8.00 0.00
6274713.26 2280502.51 8.00 0.00
6274718.15 2281151.36 8.00 0.00
6274822.97 2281150.57 8.00 0.00
6274824.10 2281300.57 8.00 0.00
6274799.28 2281323.74 8.00 0.00
6274719.45 2281324.36 8.00 0.00
6274719.49 2281328.36 8.00 0.00
6274719.49 2281328.55 8.00 0.00
6274719.79 2281368.55 8.00 0.00
6274719.80 2281368.55 8.00 0.00
6274719.89 2281380.55 8.00 0.00
6275019.43 2281378.23 8.00 0.00
6275405.05 2281375.25 8.00 0.00
6275404.96 2281363.25 8.00 0.00
Barrier(s)
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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 6275948.77 2281443.08 6.00 0.00 6275929.39 2281422.15 6.00 0.00
6275664.26 2281425.25 6.00 0.00
6275654.95 2281440.76 6.00 0.00
BARRIEREXISTING 0 6.00 a 6274886.69 2281446.96 6.00 0.00 6274912.27 2281428.35 6.00 0.00
6275580.53 2281425.28 6.00 0.00
6275593.71 2281437.66 6.00 0.00
BARRIEREXISTING 0 6.00 a 6274721.74 2281319.79 6.00 0.00 6274710.65 2280367.58 6.00 0.00
6274678.96 2280367.58 6.00 0.00
BARRIEREXISTING 0 6.00 a 6274710.91 2280270.88 6.00 0.00 6274709.65 2280128.43 6.00 0.00
BARRIEREXISTING 0 6.00 a 6274002.53 2279985.13 6.00 0.00 6273998.82 2279915.63 6.00 0.00
6274005.31 2279906.37 6.00 0.00
6274005.31 2279847.06 6.00 0.00
BARRIEREXISTING 0 6.00 a 6274047.01 2279732.16 6.00 0.00 6274045.16 2279568.15 6.00 0.00
BARRIEREXISTING 0 6.00 a 6274045.15 2279446.84 6.00 0.00 6274042.02 2279286.30 6.00 0.00
BARRIEREXISTING 0 6.00 a 6274043.06 2279172.67 6.00 0.00 6274039.94 2278823.45 6.00 0.00
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Town Center at Moreno Valley Specific Plan Noise and Vibration Impact Analysis 14556-15 TCMV Noise
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Town Center at Moreno Valley Specific Plan Noise and Vibration Impact Analysis 14556-15 TCMV Noise
APPENDIX 11.2:
CADNAA CUMULATIVE CONSTRUCTION NOISE MODEL INPUTS
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Town Center at Moreno Valley Specific Plan Noise and Vibration Impact Analysis 14556-15 TCMV Noise
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14556 - Town Center at Moreno Valley
CadnaA Noise Prediction Model: 14556-08_Cumulative.cna Date: 05.03.24
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 (TNM)
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 R1 60.1 60.1 66.8 65.0 60.0 0.0 5.00 a 6275307.89 2281421.37 5.00 RECEIVERS R2 53.3 53.3 59.9 65.0 60.0 0.0 5.00 a 6276110.91 2279887.19 5.00 RECEIVERS R3 50.3 50.3 57.0 65.0 60.0 0.0 5.00 a 6276138.70 2278988.68 5.00 RECEIVERS R4 51.5 51.5 58.2 65.0 60.0 0.0 5.00 a 6275289.33 2278331.00 5.00 RECEIVERS R5 56.4 56.4 63.0 65.0 60.0 0.0 5.00 a 6274814.12 2278626.53 5.00 RECEIVERS R6 61.2 61.2 67.8 65.0 60.0 0.0 5.00 a 6274039.91 2279362.36 5.00 RECEIVERS R7 59.1 59.1 65.8 65.0 60.0 0.0 5.00 a 6274699.80 2280117.31 5.00 RECEIVERS R8 52.7 52.7 59.3 65.0 60.0 0.0 5.00 a 6274608.07 2281514.86 5.00 RECEIVERS R9 57.2 57.2 63.9 65.0 60.0 0.0 5.00 a 6276170.53 2280523.90 5.00 RECEIVERS @200 50.3 50.3 57.0 65.0 60.0 0.0 5.00 a 6276122.00 2278962.85 5.00 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) CUMULATIVE 4 115.0 115.0 115.0 66.2 66.2 66.2 Lw 115 8 a CUMULATIVE 11 115.0 115.0 115.0 69.9 69.9 69.9 Lw 115 8 a Name ID Height Coordinates
Begin End x y z Ground
(ft) (ft) (ft) (ft) (ft) (ft)
CUMULATIVE 4 8.00 a 6274051.53 2280012.49 8.00 0.00
6274719.55 2280008.09 8.00 0.00
6274710.53 2278788.61 8.00 0.00
6274044.93 2278793.69 8.00 0.00
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Name ID Height Coordinates
Begin End x y z Ground
(ft) (ft) (ft) (ft) (ft) (ft)
CUMULATIVE 11 8.00 a 6275385.57 2281328.29 8.00 0.00
6275940.85 2281323.18 8.00 0.00
6275951.78 2280702.18 8.00 0.00
6275381.57 2280707.68 8.00 0.00
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 6275948.77 2281443.08 6.00 0.00 6275929.39 2281422.15 6.00 0.00
6275664.26 2281425.25 6.00 0.00
6275654.95 2281440.76 6.00 0.00
BARRIEREXISTING 0 6.00 a 6274886.69 2281446.96 6.00 0.00 6274912.27 2281428.35 6.00 0.00
6275580.53 2281425.28 6.00 0.00
6275593.71 2281437.66 6.00 0.00
BARRIEREXISTING 0 6.00 a 6274721.74 2281319.79 6.00 0.00 6274710.65 2280367.58 6.00 0.00
6274678.96 2280367.58 6.00 0.00
BARRIEREXISTING 0 6.00 a 6274710.91 2280270.88 6.00 0.00 6274709.65 2280128.43 6.00 0.00
BARRIEREXISTING 0 6.00 a 6274002.53 2279985.13 6.00 0.00 6273998.82 2279915.63 6.00 0.00
6274005.31 2279906.37 6.00 0.00
6274005.31 2279847.06 6.00 0.00
BARRIEREXISTING 0 6.00 a 6274047.01 2279732.16 6.00 0.00 6274045.16 2279568.15 6.00 0.00
BARRIEREXISTING 0 6.00 a 6274045.15 2279446.84 6.00 0.00 6274042.02 2279286.30 6.00 0.00
BARRIEREXISTING 0 6.00 a 6274043.06 2279172.67 6.00 0.00 6274039.94 2278823.45 6.00 0.00
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