Cities Index.
Agenda packet

San Jacinto City Council
November 19, 2024

Document
Agenda packet
Meeting
November 19, 2024
Body
San Jacinto City Council
Pages
37
Original file
500.2 MB
Text extracted from the city's file for reading and search. Open the original on sanjacintoca.iqm2.com. That file is the official record.

4.4.w
Packet Pg. 3429 Attachment: Appendix H - Hydrology Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Subarea runoff = 2.485(CFS) for 1.420(Ac.)
Total runoff = 17.103(CFS) Total area = 8.800(Ac.)
Street flow at end of street = 17.103(CFS)
Half street flow at end of street = 8.552(CFS)
Depth of flow = 0.432(Ft.), Average velocity = 3.125(Ft/s) Note: depth of flow exceeds top of street crown.

Flow width (from curb towards crown)= 9.500(Ft.)
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 103.000 to Point/Station 104.000 **** STREET FLOW TRAVEL TIME + SUBAREA FLOW ADDITION **** ______________________________________________________________________ Top of street segment elevation = 76.800(Ft.)
End of street segment elevation = 75.700(Ft.)
Length of street segment = 195.000(Ft.)
Height of curb above gutter flowline = 6.0(In.)
Width of half street (curb to crown) = 9.500(Ft.)
Distance from crown to crossfall grade break = 0.500(Ft.) Slope from gutter to grade break (v/hz) = 0.020
Slope from grade break to crown (v/hz) = 0.020
Street flow is on [2] side(s) of the street
Distance from curb to property line = 0.000(Ft.)
Slope from curb to property line (v/hz) = 0.200
Gutter width = 1.500(Ft.)
Gutter hike from flowline = 1.000(In.)
Manning's N in gutter = 0.0150
Manning's N from gutter to grade break = 0.0150
Manning's N from grade break to crown = 0.0150
Estimated mean flow rate at midpoint of street = 18.862(CFS) Depth of flow = 0.448(Ft.), Average velocity = 3.263(Ft/s) Note: depth of flow exceeds top of street crown.

Streetflow hydraulics at midpoint of street travel:

Halfstreet flow width = 9.500(Ft.)
Flow velocity = 3.26(Ft/s)
Travel time = 1.00 min. TC = 18.41 min.

Adding area flow to street
CONDOMINIUM subarea type
Runoff Coefficient = 0.784
Decimal fraction soil group A = 0.200
Decimal fraction soil group B = 0.800
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 0.000
RI index for soil(AMC 2) = 51.20
Pervious area fraction = 0.350; Impervious fraction = 0.650 Rainfall intensity = 2.166(In/Hr) for a 100.0 year storm Subarea runoff = 3.395(CFS) for 2.000(Ac.)
Total runoff = 20.498(CFS) Total area = 10.800(Ac.)
Street flow at end of street = 20.498(CFS)
Half street flow at end of street = 10.249(CFS)

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Packet Pg. 3430 Attachment: Appendix H - Hydrology Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Depth of flow = 0.464(Ft.), Average velocity = 3.371(Ft/s) Note: depth of flow exceeds top of street crown.

Flow width (from curb towards crown)= 9.500(Ft.)
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 100.000 to Point/Station 104.000 **** SUBAREA FLOW ADDITION ****
______________________________________________________________________ CONDOMINIUM subarea type
Runoff Coefficient = 0.784
Decimal fraction soil group A = 0.200
Decimal fraction soil group B = 0.800
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 0.000
RI index for soil(AMC 2) = 51.20
Pervious area fraction = 0.350; Impervious fraction = 0.650 Time of concentration = 18.41 min.

Rainfall intensity = 2.166(In/Hr) for a 100.0 year storm Subarea runoff = 7.468(CFS) for 4.400(Ac.)
Total runoff = 27.966(CFS) Total area = 15.200(Ac.)
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 104.000 to Point/Station 105.000 **** STREET FLOW TRAVEL TIME + SUBAREA FLOW ADDITION **** ______________________________________________________________________ Top of street segment elevation = 75.700(Ft.)
End of street segment elevation = 74.400(Ft.)
Length of street segment = 256.000(Ft.)
Height of curb above gutter flowline = 6.0(In.)
Width of half street (curb to crown) = 9.500(Ft.)
Distance from crown to crossfall grade break = 0.500(Ft.) Slope from gutter to grade break (v/hz) = 0.020
Slope from grade break to crown (v/hz) = 0.020
Street flow is on [2] side(s) of the street
Distance from curb to property line = 0.000(Ft.)
Slope from curb to property line (v/hz) = 0.200
Gutter width = 1.500(Ft.)
Gutter hike from flowline = 1.000(In.)
Manning's N in gutter = 0.0150
Manning's N from gutter to grade break = 0.0150
Manning's N from grade break to crown = 0.0150
Estimated mean flow rate at midpoint of street = 28.941(CFS) Depth of flow = 0.551(Ft.), Average velocity = 3.744(Ft/s) Warning: depth of flow exceeds top of curb
Note: depth of flow exceeds top of street crown.

Streetflow hydraulics at midpoint of street travel:

Halfstreet flow width = 9.500(Ft.)
Flow velocity = 3.74(Ft/s)

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Packet Pg. 3431 Attachment: Appendix H - Hydrology Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Travel time = 1.14 min. TC = 19.55 min.

Adding area flow to street
CONDOMINIUM subarea type
Runoff Coefficient = 0.781
Decimal fraction soil group A = 0.200
Decimal fraction soil group B = 0.800
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 0.000
RI index for soil(AMC 2) = 51.20
Pervious area fraction = 0.350; Impervious fraction = 0.650 Rainfall intensity = 2.102(In/Hr) for a 100.0 year storm Subarea runoff = 1.840(CFS) for 1.120(Ac.)
Total runoff = 29.805(CFS) Total area = 16.320(Ac.)
Street flow at end of street = 29.805(CFS)
Half street flow at end of street = 14.903(CFS)
Depth of flow = 0.558(Ft.), Average velocity = 3.789(Ft/s) Warning: depth of flow exceeds top of curb
Note: depth of flow exceeds top of street crown.

Flow width (from curb towards crown)= 9.500(Ft.)
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 105.100 to Point/Station 106.100 **** PIPEFLOW TRAVEL TIME (Program estimated size) **** ______________________________________________________________________ Upstream point/station elevation = 70.700(Ft.)
Downstream point/station elevation = 69.200(Ft.)
Pipe length = 47.00(Ft.) Manning's N = 0.013
No. of pipes = 1 Required pipe flow = 29.805(CFS)
Nearest computed pipe diameter = 24.00(In.)
Calculated individual pipe flow = 29.805(CFS)
Normal flow depth in pipe = 15.33(In.)
Flow top width inside pipe = 23.06(In.)
Critical Depth = 22.31(In.)
Pipe flow velocity = 14.07(Ft/s)
Travel time through pipe = 0.06 min.

Time of concentration (TC) = 19.61 min.
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 105.100 to Point/Station 106.100 **** CONFLUENCE OF MAIN STREAMS ****
______________________________________________________________________ The following data inside Main Stream is listed:

In Main Stream number: 1
Stream flow area = 16.320(Ac.)
Runoff from this stream = 29.805(CFS)
Time of concentration = 19.61 min.

Rainfall intensity = 2.099(In/Hr)
Program is now starting with Main Stream No. 2

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Packet Pg. 3432 Attachment: Appendix H - Hydrology Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 100.000 to Point/Station 108.000 **** INITIAL AREA EVALUATION ****
______________________________________________________________________ Initial area flow distance = 965.000(Ft.)
Top (of initial area) elevation = 86.500(Ft.)
Bottom (of initial area) elevation = 77.100(Ft.)
Difference in elevation = 9.400(Ft.)
Slope = 0.00974 s(percent)= 0.97
TC = k(0.370)*[(length^3)/(elevation change)]^0.2
Initial area time of concentration = 14.598 min.

Rainfall intensity = 2.433(In/Hr) for a 100.0 year storm CONDOMINIUM subarea type
Runoff Coefficient = 0.792
Decimal fraction soil group A = 0.200
Decimal fraction soil group B = 0.800
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 0.000
RI index for soil(AMC 2) = 51.20
Pervious area fraction = 0.350; Impervious fraction = 0.650 Initial subarea runoff = 8.805(CFS)
Total initial stream area = 4.570(Ac.)
Pervious area fraction = 0.350
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 108.000 to Point/Station 109.000 **** STREET FLOW TRAVEL TIME + SUBAREA FLOW ADDITION **** ______________________________________________________________________ Top of street segment elevation = 77.100(Ft.)
End of street segment elevation = 75.000(Ft.)
Length of street segment = 393.000(Ft.)
Height of curb above gutter flowline = 6.0(In.)
Width of half street (curb to crown) = 15.500(Ft.)
Distance from crown to crossfall grade break = 0.500(Ft.) Slope from gutter to grade break (v/hz) = 0.020
Slope from grade break to crown (v/hz) = 0.020
Street flow is on [2] side(s) of the street
Distance from curb to property line = 10.000(Ft.)
Slope from curb to property line (v/hz) = 0.200
Gutter width = 2.000(Ft.)
Gutter hike from flowline = 2.000(In.)
Manning's N in gutter = 0.0150
Manning's N from gutter to grade break = 0.0150
Manning's N from grade break to crown = 0.0150
Estimated mean flow rate at midpoint of street = 10.470(CFS) Depth of flow = 0.434(Ft.), Average velocity = 2.109(Ft/s) Streetflow hydraulics at midpoint of street travel:

4.4.w
Packet Pg. 3433 Attachment: Appendix H - Hydrology Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Halfstreet flow width = 15.347(Ft.)
Flow velocity = 2.11(Ft/s)
Travel time = 3.11 min. TC = 17.70 min.

Adding area flow to street
CONDOMINIUM subarea type
Runoff Coefficient = 0.785
Decimal fraction soil group A = 0.200
Decimal fraction soil group B = 0.800
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 0.000
RI index for soil(AMC 2) = 51.20
Pervious area fraction = 0.350; Impervious fraction = 0.650 Rainfall intensity = 2.209(In/Hr) for a 100.0 year storm Subarea runoff = 3.156(CFS) for 1.820(Ac.)
Total runoff = 11.961(CFS) Total area = 6.390(Ac.)
Street flow at end of street = 11.961(CFS)
Half street flow at end of street = 5.980(CFS)
Depth of flow = 0.448(Ft.), Average velocity = 2.215(Ft/s) Note: depth of flow exceeds top of street crown.

Flow width (from curb towards crown)= 15.500(Ft.)
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 109.000 to Point/Station 106.100 **** PIPEFLOW TRAVEL TIME (Program estimated size) **** ______________________________________________________________________ Upstream point/station elevation = 72.100(Ft.)
Downstream point/station elevation = 69.200(Ft.)
Pipe length = 39.00(Ft.) Manning's N = 0.013
No. of pipes = 1 Required pipe flow = 11.961(CFS)
Nearest computed pipe diameter = 15.00(In.)
Calculated individual pipe flow = 11.961(CFS)
Normal flow depth in pipe = 9.06(In.)
Flow top width inside pipe = 14.67(In.)
Critical depth could not be calculated.

Pipe flow velocity = 15.43(Ft/s)
Travel time through pipe = 0.04 min.

Time of concentration (TC) = 17.75 min.
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 109.000 to Point/Station 106.100 **** CONFLUENCE OF MAIN STREAMS ****
______________________________________________________________________ The following data inside Main Stream is listed:

In Main Stream number: 2
Stream flow area = 6.390(Ac.)
Runoff from this stream = 11.961(CFS)
Time of concentration = 17.75 min.

Rainfall intensity = 2.207(In/Hr)

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Packet Pg. 3434 Attachment: Appendix H - Hydrology Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Summary of stream data:

Stream Flow rate TC Rainfall Intensity
No. (CFS) (min) (In/Hr)
1 29.805 19.61 2.099
2 11.961 17.75 2.207
Largest stream flow has longer time of concentration
Qp = 29.805 + sum of
Qb Ia/Ib

11.961 * 0.951 = 11.379
Qp = 41.184
Total of 2 main streams to confluence:

Flow rates before confluence point:

29.805 11.961
Area of streams before confluence:

16.320 6.390
Results of confluence:

Total flow rate = 41.184(CFS)
Time of concentration = 19.607 min.

Effective stream area after confluence = 22.710(Ac.)
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 106.100 to Point/Station 110.000 **** PIPEFLOW TRAVEL TIME (Program estimated size) **** ______________________________________________________________________ Upstream point/station elevation = 69.200(Ft.)
Downstream point/station elevation = 69.000(Ft.)
Pipe length = 49.00(Ft.) Manning's N = 0.013
No. of pipes = 1 Required pipe flow = 41.184(CFS)
Nearest computed pipe diameter = 36.00(In.)
Calculated individual pipe flow = 41.184(CFS)
Normal flow depth in pipe = 28.50(In.)
Flow top width inside pipe = 29.24(In.)
Critical Depth = 25.06(In.)
Pipe flow velocity = 6.87(Ft/s)
Travel time through pipe = 0.12 min.

Time of concentration (TC) = 19.73 min.
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 106.100 to Point/Station 110.000 **** SUBAREA FLOW ADDITION ****
______________________________________________________________________ SINGLE FAMILY (1 Acre Lot)

4.4.w
Packet Pg. 3435 Attachment: Appendix H - Hydrology Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Runoff Coefficient = 0.628
Decimal fraction soil group A = 0.200
Decimal fraction soil group B = 0.800
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 0.000
RI index for soil(AMC 2) = 51.20
Pervious area fraction = 0.800; Impervious fraction = 0.200 Time of concentration = 19.73 min.

Rainfall intensity = 2.093(In/Hr) for a 100.0 year storm Subarea runoff = 0.644(CFS) for 0.490(Ac.)
Total runoff = 41.828(CFS) Total area = 23.200(Ac.)
End of computations, total study area = 23.20 (Ac.)
The following figures may
be used for a unit hydrograph study of the same area.

Area averaged pervious area fraction(Ap) = 0.360
Area averaged RI index number = 51.4

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Packet Pg. 3436 Attachment: Appendix H - Hydrology Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Appendix C
Unit Hydrograph
Basin Routing for 100-year – 1 hour storm

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Packet Pg. 3437 Attachment: Appendix H - Hydrology Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) U n i t H y d r o g r a p h A n a l y s i s
Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2014, Version 9.0 Study date 07/09/24 File: exist1001100.out
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ------------------------------------------------------------------------ Riverside County Synthetic Unit Hydrology Method
RCFC & WCD Manual date - April 1978
Program License Serial Number 6288
--------------------------------------------------------------------- English (in-lb) Input Units Used
English Rainfall Data (Inches) Input Values Used
English Units used in output format
--------------------------------------------------------------------- Existing Condition
TTM 38872
100 year - 1 hour storm
RMB
-------------------------------------------------------------------- Drainage Area = 24.48(Ac.) = 0.038 Sq. Mi.

Drainage Area for Depth-Area Areal Adjustment = 24.48(Ac.) =

0.038 Sq. Mi.

USER Entry of lag time in hours
Lag time = 0.274 Hr.

Lag time = 16.45 Min.
25% of lag time = 4.11 Min.
40% of lag time = 6.58 Min.

Unit time = 5.00 Min.

Duration of storm = 1 Hour(s)
User Entered Base Flow = 0.00(CFS)
2 YEAR Area rainfall data:

Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]

24.48 0.54 13.15
100 YEAR Area rainfall data:

4.4.w
Packet Pg. 3438 Attachment: Appendix H - Hydrology Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]

24.48 1.20 29.38
STORM EVENT (YEAR) = 100.00
Area Averaged 2-Year Rainfall = 0.537(In)
Area Averaged 100-Year Rainfall = 1.200(In)
Point rain (area averaged) = 1.200(In)
Areal adjustment factor = 99.98 %
Adjusted average point rain = 1.200(In)
Sub-Area Data:

Area(Ac.) Runoff Index Impervious %

24.480 77.30 0.000
Total Area Entered = 24.48(Ac.)
RI RI Infil. Rate Impervious Adj. Infil. Rate Area% F
AMC2 AMC-2 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr)

77.3 77.3 0.276 0.000 0.276 1.000 0.276
Sum (F) = 0.276
Area averaged mean soil loss (F) (In/Hr) = 0.276
Minimum soil loss rate ((In/Hr)) = 0.138
(for 24 hour storm duration)
Soil low loss rate (decimal) = 0.900
--------------------------------------------------------------------- Slope of intensity-duration curve for a 1 hour storm =0.5000 ---------------------------------------------------------------------- U n i t H y d r o g r a p h
VALLEY S-Curve
-------------------------------------------------------------------- Unit Hydrograph Data
--------------------------------------------------------------------- Unit time period Time % of lag Distribution Unit Hydrograph (hrs) Graph % (CFS)
--------------------------------------------------------------------- 1 0.083 30.403 2.953 0.728
2 0.167 60.805 10.893 2.687
3 0.250 91.208 18.965 4.679
4 0.333 121.610 20.236 4.992
5 0.417 152.013 12.594 3.107
6 0.500 182.415 7.215 1.780
7 0.583 212.818 4.717 1.164
8 0.667 243.220 3.682 0.908
9 0.750 273.623 2.979 0.735
10 0.833 304.025 2.460 0.607
11 0.917 334.428 1.962 0.484
12 1.000 364.830 1.766 0.436

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Packet Pg. 3439 Attachment: Appendix H - Hydrology Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) 13 1.083 395.233 1.402 0.346
14 1.167 425.635 1.208 0.298
15 1.250 456.038 0.976 0.241
16 1.333 486.440 0.932 0.230
17 1.417 516.843 0.875 0.216
18 1.500 547.246 0.693 0.171
19 1.583 577.648 0.619 0.153
20 1.667 608.051 0.543 0.134
21 1.750 638.453 0.459 0.113
22 1.833 668.856 0.402 0.099
23 1.917 699.258 0.313 0.077
24 2.000 729.661 0.304 0.075
25 2.083 760.063 0.304 0.075
26 2.167 790.466 0.304 0.075
27 2.250 820.868 0.247 0.061
Sum = 100.000 Sum= 24.671
----------------------------------------------------------------------- The following loss rate calculations reflect use of the minimum calculated loss rate subtracted from the Storm Rain to produce the maximum Effective Rain value Unit Time Pattern Storm Rain Loss rate(In./Hr) Effective (Hr.) Percent (In/Hr) Max | Low (In/Hr)
1 0.08 4.20 0.605 0.276 ( 0.544) 0.329
2 0.17 4.30 0.619 0.276 ( 0.557) 0.343
3 0.25 5.00 0.720 0.276 ( 0.648) 0.444
4 0.33 5.00 0.720 0.276 ( 0.648) 0.444
5 0.42 5.80 0.835 0.276 ( 0.752) 0.559
6 0.50 6.50 0.936 0.276 ( 0.842) 0.660
7 0.58 7.40 1.065 0.276 ( 0.959) 0.790
8 0.67 8.60 1.238 0.276 ( 1.114) 0.962
9 0.75 12.30 1.771 0.276 ( 1.594) 1.495
10 0.83 29.10 4.189 0.276 ( 3.771) 3.914
11 0.92 6.80 0.979 0.276 ( 0.881) 0.703
12 1.00 5.00 0.720 0.276 ( 0.648) 0.444
(Loss Rate Not Used)
Sum = 100.0 Sum = 11.1
Flood volume = Effective rainfall 0.92(In)
times area 24.5(Ac.)/[(In)/(Ft.)] = 1.9(Ac.Ft)
Total soil loss = 0.28(In)
Total soil loss = 0.563(Ac.Ft)
Total rainfall = 1.20(In)
Flood volume = 82097.6 Cubic Feet
Total soil loss = 24513.6 Cubic Feet
-------------------------------------------------------------------- Peak flow rate of this hydrograph = 34.582(CFS)
-------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 1 - H O U R S T O R M

4.4.w
Packet Pg. 3440 Attachment: Appendix H - Hydrology Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) R u n o f f H y d r o g r a p h
-------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS))
-------------------------------------------------------------------- Time(h+m) Volume Ac.Ft Q(CFS) 0 10.0 20.0 30.0 40.0
----------------------------------------------------------------------- 0+ 5 0.0017 0.24 Q | | | |
0+10 0.0095 1.13 VQ | | | |
0+15 0.0286 2.79 V Q | | | |
0+20 0.0615 4.77 |V Q | | | |
0+25 0.1057 6.42 | V Q | | | |
0+30 0.1603 7.93 | V Q | | | |
0+35 0.2261 9.56 | V Q| | | |
0+40 0.3059 11.58 | V |Q | | |
0+45 0.4041 14.27 | V | Q | | |
0+50 0.5401 19.74 | |V Q| | |
0+55 0.7344 28.22 | | V | Q | |
1+ 0 0.9726 34.58 | | V | Q |
1+ 5 1.2003 33.07 | | | V | Q |
1+10 1.3636 23.71 | | | Q V | |
1+15 1.4722 15.77 | | Q | |V |
1+20 1.5462 10.74 | Q | | V |
1+25 1.6020 8.10 | Q | | | V |
1+30 1.6467 6.49 | Q | | | V |
1+35 1.6835 5.35 | Q | | | V |
1+40 1.7140 4.42 | Q | | | V |
1+45 1.7402 3.81 | Q | | | V |
1+50 1.7621 3.17 | Q | | | V |
1+55 1.7808 2.72 | Q | | | V |
2+ 0 1.7968 2.31 | Q | | | V |
2+ 5 1.8112 2.09 | Q | | | V |
2+10 1.8241 1.87 |Q | | | V |
2+15 1.8350 1.59 |Q | | | V |
2+20 1.8445 1.38 |Q | | | V|
2+25 1.8527 1.19 |Q | | | V|
2+30 1.8596 1.01 |Q | | | V|
2+35 1.8655 0.86 Q | | | V|
2+40 1.8704 0.71 Q | | | V|
2+45 1.8747 0.62 Q | | | V|
2+50 1.8785 0.55 Q | | | V|
2+55 1.8818 0.47 Q | | | V|
3+ 0 1.8840 0.33 Q | | | V|
3+ 5 1.8845 0.08 Q | | | V|
3+10 1.8847 0.03 Q | | | V
-----------------------------------------------------------------------

4.4.w
Packet Pg. 3441 Attachment: Appendix H - Hydrology Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) 7/8/2024 TTM 38872 San Jacinto, CA
43560
Basin Information
flow through culvert = Q=Ca(2gh)^0.5 width (ft) 3
Parkway culvert invert elevation at 73.00
C 0.6
Invert H (ft) Area (sf) 73
#
Elevation
ft
Depth
ft
Delta h
ft
Area
sf
Delta V
cf
Storage
Volume (cf)
Storage
Ac-ft
Q
(cfs)
1 71.00 0.00 0.00 9,105 0 0 0.0000 0.00 0.00 0.00
2 72.00 1.00 1.00 11,028 10,067 10,067 0.2311 0.00 0.00 0.00 3 73.00 2.00 1.00 13,110 12,069 22,136 0.5082 0.00 0.00 0.00 4 73.50 2.50 0.50 14,235 6,836 28,972 0.6651 0.50 1.50 5.11 5 73.75 2.75 0.25 14,910 3,643 32,615 0.7487 0.75 2.25 9.38 6 74.00 3.00 0.25 15,360 3,784 36,399 0.8356 1.00 3.00 14.44 7 74.25 3.25 0.25 15,814 3,897 40,295 0.9251 1.25 3.00 16.15 8 74.50 3.50 0.25 16,368 4,023 44,318 1.0174 1.50 3.00 17.69 9 74.75 3.75 0.25 17,049 4,177 48,495 1.1133 1.75 3.00 19.11 10 75.00 4.00 0.25 18,084 4,392 52,887 1.2141 2.00 3.00 20.43 Basin Storage - Outflow Table
TTM
Detention Basin - Composite
3' Parkway Culvert

4.4.w
Packet Pg. 3442 Attachment: Appendix H - Hydrology Report (Esplanade Collection Planned Development and Tentative U n i t H y d r o g r a p h A n a l y s i s
Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2014, Version 9.0 Study date 07/08/24 File: basin1001100.out
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ------------------------------------------------------------------------ Riverside County Synthetic Unit Hydrology Method
RCFC & WCD Manual date - April 1978
Program License Serial Number 6288
--------------------------------------------------------------------- English (in-lb) Input Units Used
English Rainfall Data (Inches) Input Values Used
English Units used in output format
--------------------------------------------------------------------- basin inflow hydrograph
100 year storm - 1 hour storm
-------------------------------------------------------------------- Drainage Area = 23.20(Ac.) = 0.036 Sq. Mi.

Drainage Area for Depth-Area Areal Adjustment = 23.20(Ac.) =

0.036 Sq. Mi.

USER Entry of lag time in hours
Lag time = 0.263 Hr.

Lag time = 15.79 Min.
25% of lag time = 3.95 Min.
40% of lag time = 6.31 Min.

Unit time = 5.00 Min.

Duration of storm = 1 Hour(s)
User Entered Base Flow = 0.00(CFS)
2 YEAR Area rainfall data:

Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]

23.20 0.54 12.46
100 YEAR Area rainfall data:

4.4.w
Packet Pg. 3443 Attachment: Appendix H - Hydrology Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]

23.20 1.20 27.84
STORM EVENT (YEAR) = 100.00
Area Averaged 2-Year Rainfall = 0.537(In)
Area Averaged 100-Year Rainfall = 1.200(In)
Point rain (area averaged) = 1.200(In)
Areal adjustment factor = 99.98 %
Adjusted average point rain = 1.200(In)
Sub-Area Data:

Area(Ac.) Runoff Index Impervious %

23.200 51.40 0.640
Total Area Entered = 23.20(Ac.)
RI RI Infil. Rate Impervious Adj. Infil. Rate Area% F
AMC2 AMC-2 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr)

51.4 51.4 0.558 0.640 0.236 1.000 0.236
Sum (F) = 0.236
Area averaged mean soil loss (F) (In/Hr) = 0.236
Minimum soil loss rate ((In/Hr)) = 0.118
(for 24 hour storm duration)
Soil low loss rate (decimal) = 0.388
--------------------------------------------------------------------- Slope of intensity-duration curve for a 1 hour storm =0.5000 ---------------------------------------------------------------------- U n i t H y d r o g r a p h
VALLEY S-Curve
-------------------------------------------------------------------- Unit Hydrograph Data
--------------------------------------------------------------------- Unit time period Time % of lag Distribution Unit Hydrograph (hrs) Graph % (CFS)
--------------------------------------------------------------------- 1 0.083 31.674 3.122 0.730
2 0.167 63.347 11.738 2.744
3 0.250 95.021 20.199 4.723
4 0.333 126.695 20.328 4.753
5 0.417 158.368 11.887 2.779
6 0.500 190.042 6.787 1.587
7 0.583 221.715 4.601 1.076
8 0.667 253.389 3.588 0.839
9 0.750 285.063 2.917 0.682
10 0.833 316.736 2.345 0.548
11 0.917 348.410 1.943 0.454
12 1.000 380.084 1.672 0.391

4.4.w
Packet Pg. 3444 Attachment: Appendix H - Hydrology Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) 13 1.083 411.757 1.368 0.320
14 1.167 443.431 1.089 0.255
15 1.250 475.105 0.994 0.232
16 1.333 506.778 0.946 0.221
17 1.417 538.452 0.775 0.181
18 1.500 570.125 0.671 0.157
19 1.583 601.799 0.578 0.135
20 1.667 633.473 0.500 0.117
21 1.750 665.146 0.429 0.100
22 1.833 696.820 0.334 0.078
23 1.917 728.494 0.317 0.074
24 2.000 760.167 0.317 0.074
25 2.083 791.841 0.317 0.074
26 2.167 823.515 0.240 0.056
Sum = 100.000 Sum= 23.381
----------------------------------------------------------------------- The following loss rate calculations reflect use of the minimum calculated loss rate subtracted from the Storm Rain to produce the maximum Effective Rain value Unit Time Pattern Storm Rain Loss rate(In./Hr) Effective (Hr.) Percent (In/Hr) Max | Low (In/Hr)
1 0.08 4.20 0.605 ( 0.236) 0.235 0.370
2 0.17 4.30 0.619 0.236 ( 0.240) 0.383
3 0.25 5.00 0.720 0.236 ( 0.279) 0.483
4 0.33 5.00 0.720 0.236 ( 0.279) 0.483
5 0.42 5.80 0.835 0.236 ( 0.324) 0.599
6 0.50 6.50 0.936 0.236 ( 0.363) 0.699
7 0.58 7.40 1.065 0.236 ( 0.413) 0.829
8 0.67 8.60 1.238 0.236 ( 0.480) 1.002
9 0.75 12.30 1.771 0.236 ( 0.687) 1.534
10 0.83 29.10 4.190 0.236 ( 1.626) 3.953
11 0.92 6.80 0.979 0.236 ( 0.380) 0.743
12 1.00 5.00 0.720 0.236 ( 0.279) 0.483
(Loss Rate Not Used)
Sum = 100.0 Sum = 11.6
Flood volume = Effective rainfall 0.96(In)
times area 23.2(Ac.)/[(In)/(Ft.)] = 1.9(Ac.Ft)
Total soil loss = 0.24(In)
Total soil loss = 0.457(Ac.Ft)
Total rainfall = 1.20(In)
Flood volume = 81136.2 Cubic Feet
Total soil loss = 19901.8 Cubic Feet
-------------------------------------------------------------------- Peak flow rate of this hydrograph = 34.637(CFS)
-------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 1 - H O U R S T O R M
R u n o f f H y d r o g r a p h

4.4.w
Packet Pg. 3445 Attachment: Appendix H - Hydrology Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) -------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS))
-------------------------------------------------------------------- Time(h+m) Volume Ac.Ft Q(CFS) 0 10.0 20.0 30.0 40.0
----------------------------------------------------------------------- 0+ 5 0.0019 0.27 Q | | | |
0+10 0.0108 1.30 VQ | | | |
0+15 0.0325 3.15 V Q | | | |
0+20 0.0686 5.25 |V Q | | | |
0+25 0.1161 6.90 | V Q | | | |
0+30 0.1739 8.39 | V Q | | | |
0+35 0.2428 10.00 | V Q | | |
0+40 0.3254 11.99 | V |Q | | |
0+45 0.4262 14.64 | V| Q | | |
0+50 0.5644 20.06 | | V Q | |
0+55 0.7612 28.58 | | V | Q | |
1+ 0 0.9998 34.64 | | |V | Q |
1+ 5 1.2211 32.13 | | | V | Q |
1+10 1.3757 22.45 | | | Q V| |
1+15 1.4781 14.88 | | Q | |V |
1+20 1.5484 10.20 | Q | | V |
1+25 1.6015 7.71 | Q | | | V |
1+30 1.6441 6.18 | Q | | | V |
1+35 1.6790 5.06 | Q | | | V |
1+40 1.7080 4.22 | Q | | | V |
1+45 1.7326 3.57 | Q | | | V |
1+50 1.7532 2.99 | Q | | | V |
1+55 1.7706 2.52 | Q | | | V |
2+ 0 1.7858 2.22 | Q | | | V |
2+ 5 1.7995 1.99 |Q | | | V |
2+10 1.8113 1.70 |Q | | | V |
2+15 1.8214 1.46 |Q | | | V|
2+20 1.8299 1.24 |Q | | | V|
2+25 1.8372 1.06 |Q | | | V|
2+30 1.8433 0.89 Q | | | V|
2+35 1.8483 0.73 Q | | | V|
2+40 1.8527 0.63 Q | | | V|
2+45 1.8565 0.56 Q | | | V|
2+50 1.8598 0.47 Q | | | V|
2+55 1.8619 0.31 Q | | | V|
3+ 0 1.8624 0.08 Q | | | V|
3+ 5 1.8626 0.03 Q | | | V|
-----------------------------------------------------------------------

4.4.w
Packet Pg. 3446 Attachment: Appendix H - Hydrology Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

FLOOD HYDROGRAPH ROUTING PROGRAM
Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2014
Study date: 07/08/24
--------------------------------------------------------------------- Basin Routing
100 year storm - 1 hr storm
3' parkway culvert outlet
RMB
-------------------------------------------------------------------- Program License Serial Number 6288
-------------------------------------------------------------------- ********************* HYDROGRAPH INFORMATION ********************** From study/file name: basin1001100.rte
****************************HYDROGRAPH DATA**************************** Number of intervals = 37
Time interval = 5.0 (Min.)
Maximum/Peak flow rate = 34.637 (CFS)
Total volume = 1.863 (Ac.Ft)
Status of hydrographs being held in storage
Stream 1 Stream 2 Stream 3 Stream 4 Stream 5
Peak (CFS) 0.000 0.000 0.000 0.000 0.000
Vol (Ac.Ft) 0.000 0.000 0.000 0.000 0.000
***********************************************************************

++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 100.000 to Point/Station 101.000 **** RETARDING BASIN ROUTING ****
______________________________________________________________________ User entry of depth-outflow-storage data
-------------------------------------------------------------------- Total number of inflow hydrograph intervals = 37
Hydrograph time unit = 5.000 (Min.)
Initial depth in storage basin = 0.00(Ft.)
-------------------------------------------------------------------- -------------------------------------------------------------------- Initial basin depth = 0.00 (Ft.)
Initial basin storage = 0.00 (Ac.Ft)

4.4.w
Packet Pg. 3447 Attachment: Appendix H - Hydrology Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Initial basin outflow = 0.00 (CFS)
--------------------------------------------------------------------- -------------------------------------------------------------------- Depth vs. Storage and Depth vs. Discharge data:

Basin Depth Storage Outflow (S-O*dt/2) (S+O*dt/2)
(Ft.) (Ac.Ft) (CFS) (Ac.Ft) (Ac.Ft)
---------------------------------------------------------------------

0.000 0.000 0.000 0.000 0.000

1.000 0.231 0.001 0.231 0.231

2.000 0.508 0.001 0.508 0.508

2.500 0.665 5.110 0.647 0.683

2.750 0.749 9.380 0.717 0.781

3.000 0.836 14.440 0.786 0.886

3.250 0.925 16.150 0.869 0.981

3.500 1.017 17.690 0.956 1.078

3.750 1.113 19.110 1.047 1.179

4.000 1.214 20.430 1.144 1.284
-------------------------------------------------------------------- Hydrograph Detention Basin Routing
--------------------------------------------------------------------- Graph values: 'I'= unit inflow; 'O'=outflow at time shown --------------------------------------------------------------------- Time Inflow Outflow Storage Depth
(Hours) (CFS) (CFS) (Ac.Ft) .0 8.7 17.32 25.98 34.64 (Ft.)

0.083 0.27 0.00 0.001 O | | | | 0.00

0.167 1.30 0.00 0.006 OI | | | | 0.03

0.250 3.15 0.00 0.022 O I | | | | 0.09

0.333 5.25 0.00 0.051 O I | | | | 0.22

0.417 6.90 0.00 0.092 O I | | | | 0.40

0.500 8.39 0.00 0.145 O I| | | | 0.63

0.583 10.00 0.00 0.208 O |I | | | 0.90

0.667 11.99 0.00 0.284 O | I | | | 1.19

0.750 14.64 0.00 0.376 O | I | | | 1.52

0.833 20.06 0.00 0.495 O | | I | | 1.95

0.917 28.58 4.53 0.647 | O | | | I | 2.44

1.000 34.64 12.67 0.806 | | O | | I 2.91

1.083 32.13 16.33 0.936 | | O| | I | 3.28

1.167 22.45 17.52 1.007 | | O I | | 3.47

1.250 14.88 17.65 1.014 | | I O | | 3.49

1.333 10.20 17.09 0.981 | |I O| | | 3.40

1.417 7.71 16.20 0.928 | I| O | | | 3.26

1.500 6.18 15.06 0.868 | I | O | | | 3.09

1.583 5.06 12.97 0.811 | I | O | | | 2.93

1.667 4.22 10.19 0.763 | I |O | | | 2.79

1.750 3.57 8.23 0.726 | I O| | | | 2.68

1.833 2.99 6.75 0.697 | I O | | | | 2.60

1.917 2.52 5.56 0.674 | I O | | | | 2.53

2.000 2.22 4.77 0.655 | I O | | | | 2.47

2.083 1.99 4.23 0.638 |I O | | | | 2.41

4.4.w
Packet Pg. 3448 Attachment: Appendix H - Hydrology Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

2.167 1.70 3.75 0.623 |I O | | | | 2.37

2.250 1.46 3.32 0.610 |I O | | | | 2.32

2.333 1.24 2.92 0.598 |IO | | | | 2.29

2.417 1.06 2.56 0.587 I O | | | | 2.25

2.500 0.89 2.24 0.577 I O | | | | 2.22

2.583 0.73 1.95 0.568 IO | | | | 2.19

2.667 0.63 1.70 0.560 IO | | | | 2.17

2.750 0.56 1.48 0.553 IO | | | | 2.14

2.833 0.47 1.28 0.547 IO | | | | 2.13

2.917 0.31 1.10 0.542 IO | | | | 2.11

3.000 0.08 0.92 0.536 O | | | | 2.09

3.083 0.03 0.74 0.531 O | | | | 2.07

3.167 0.00 0.60 0.526 O | | | | 2.06

3.250 0.00 0.48 0.523 O | | | | 2.05

3.333 0.00 0.38 0.520 O | | | | 2.04

3.417 0.00 0.30 0.517 O | | | | 2.03

3.500 0.00 0.24 0.515 O | | | | 2.02

3.583 0.00 0.19 0.514 O | | | | 2.02

3.667 0.00 0.15 0.513 O | | | | 2.02

3.750 0.00 0.12 0.512 O | | | | 2.01

3.833 0.00 0.10 0.511 O | | | | 2.01

3.917 0.00 0.08 0.510 O | | | | 2.01

4.000 0.00 0.06 0.510 O | | | | 2.01

4.083 0.00 0.05 0.510 O | | | | 2.00

4.167 0.00 0.04 0.509 O | | | | 2.00

4.250 0.00 0.03 0.509 O | | | | 2.00

4.333 0.00 0.03 0.509 O | | | | 2.00

4.417 0.00 0.02 0.509 O | | | | 2.00

4.500 0.00 0.02 0.508 O | | | | 2.00

4.583 0.00 0.01 0.508 O | | | | 2.00

4.667 0.00 0.01 0.508 O | | | | 2.00

4.750 0.00 0.01 0.508 O | | | | 2.00

4.833 0.00 0.01 0.508 O | | | | 2.00

4.917 0.00 0.01 0.508 O | | | | 2.00

5.000 0.00 0.00 0.508 O | | | | 2.00

5.083 0.00 0.00 0.508 O | | | | 2.00

5.167 0.00 0.00 0.508 O | | | | 2.00

5.250 0.00 0.00 0.508 O | | | | 2.00

5.333 0.00 0.00 0.508 O | | | | 2.00

5.417 0.00 0.00 0.508 O | | | | 2.00

5.500 0.00 0.00 0.508 O | | | | 2.00

5.583 0.00 0.00 0.508 O | | | | 2.00
Remaining water in basin = 0.51 (Ac.Ft)
****************************HYDROGRAPH DATA**************************** Number of intervals = 67
Time interval = 5.0 (Min.)

4.4.w
Packet Pg. 3449 Attachment: Appendix H - Hydrology Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Maximum/Peak flow rate = 17.648 (CFS)
Total volume = 1.355 (Ac.Ft)
Status of hydrographs being held in storage
Stream 1 Stream 2 Stream 3 Stream 4 Stream 5
Peak (CFS) 0.000 0.000 0.000 0.000 0.000
Vol (Ac.Ft) 0.000 0.000 0.000 0.000 0.000
*********************************************************************** --------------------------------------------------------------------

4.4.w
Packet Pg. 3450 Attachment: Appendix H - Hydrology Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Appendix D
Reference Materials
Soils Map
Hydrology Maps

4.4.w
Packet Pg. 3451 Attachment: Appendix H - Hydrology Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

4.4.w
Packet Pg. 3452 Attachment: Appendix H - Hydrology Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

D D D D
COMMONWEALTH AVENUE LC HEWITT STREET CL ESPLANADE LC AVENUE L=739' L=512' ROBERT BEERS SITE HYDROLOGY LEGEND HYDROLOGY DATA 4.4.w Packet Pg. 3453
Attachment: Appendix H - Hydrology Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

COMMONWEALTH AVENUE LC HEWITT STREET CL ESPLANADE LC AVENUE D D D D COMMONWEALTH AVENUE LC HEWITT STREET CL ESPLANADE LC AVENUE AREA A-1 217,093 sf 4.98 Ac. AREA A-2 104,405 sf 2.40 Ac. AREA A-4 87,042 sf 2.00 Ac. AREA A-5 191,665 sf 4.40 AREA A-7 199,253 sf 4.57 Ac. AREA A-6 48,935 sf 1.12 Ac. AREA A-8 79,467 sf 1.82 Ac. L=702' L=387' L=938' L=965' L=393' AREA A-3 61,702 sf 1.42 Ac. L=252' L=195' L=256' L=39' AREA A-9 21,495 sf 0.49 Ac. L=48' L=49' LEGEND: ROBERT BEERS SITE 4.4.w
Packet Pg. 3454
Attachment: Appendix H - Hydrology Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

4.4.w
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SHEET 2 OF 2

4.4.w
Packet Pg. 3456 Attachment: Appendix H - Hydrology Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

4.4.x
Packet Pg. 3457 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

4.4.x
Packet Pg. 3458 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

4.4.x
Packet Pg. 3459 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

4.4.x
Packet Pg. 3460 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

4.4.x
Packet Pg. 3461 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

4.4.x
Packet Pg. 3462 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

4.4.x
Packet Pg. 3463 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

4.4.x
Packet Pg. 3464 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

4.4.x
Packet Pg. 3465 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3466 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3467 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3468 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3469 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3470 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3471 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

4.4.x
Packet Pg. 3472 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3473 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

4.4.x
Packet Pg. 3474 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3475 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3476 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3477 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3478 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

4.4.x
Packet Pg. 3479 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3480 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3481 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3482 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

4.4.x
Packet Pg. 3483 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3484 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

4.4.x
Packet Pg. 3485 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

4.4.x
Packet Pg. 3486 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3487 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

4.4.x
Packet Pg. 3488 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3489 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

4.4.x
Packet Pg. 3490 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

4.4.x
Packet Pg. 3491 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

4.4.x
Packet Pg. 3492 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

4.4.x
Packet Pg. 3493 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

4.4.x
Packet Pg. 3494 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

4.4.x
Packet Pg. 3495 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3496 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3497 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

4.4.x
Packet Pg. 3498 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3499 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3500 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3501 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3502 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3503 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3504 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3505 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3506 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3507 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3508 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3509 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3510 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3511 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3512 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3513 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3514 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3515 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3516 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3517 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3518 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3519 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3520 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3521 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3522 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3523 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3524 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3525 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3526 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3527 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3528 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3529 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3530 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3531 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3532 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3533 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3534 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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Packet Pg. 3535 Attachment: Appendix I - Preliminary WQMP (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

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NOISE IMPACT ANALYSIS

THE ESPLANADE COLLECTION RESIDENTIAL PROJECT

CITY OF SAN JACINTO
Lead Agency:

City of San Jacinto
Planning Division
Community Development Department
595 South San Jacinto Avenue
San Jacinto, CA 92583
Prepared by:

Vista Environmental
1021 Didrickson Way
Laguna Beach, CA 92651
949 510 5355
Greg Tonkovich, INCE
Project No. 23063
August 19, 2024

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TABLE OF CONTENTS

1.0 Introduction ............................................................................................................................ 1

1.1 Purpose of Analysis and Study Objectives................................................................................. 1

1.2 Site Location and Study Area ..................................................................................................... 1

1.3 Proposed Project Description .................................................................................................... 1

1.4 Executive Summary.................................................................................................................... 2

1.5 Mitigation Measures for the Proposed Project ......................................................................... 3

2.0 Noise Fundamentals................................................................................................................ 7

2.1 Noise Descriptors....................................................................................................................... 7

2.2 Tone Noise ................................................................................................................................. 7

2.3 Noise Propagation...................................................................................................................... 7

2.4 Ground Absorption .................................................................................................................... 8

3.0 Ground‐Borne Vibration Fundamentals................................................................................... 9

3.1 Vibration Descriptors................................................................................................................. 9

3.2 Vibration Perception.................................................................................................................. 9

3.3 Vibration Propagation................................................................................................................ 9

4.0 Regulatory Setting ................................................................................................................. 10

4.1 Federal Regulations ................................................................................................................. 10

4.2 State Regulations..................................................................................................................... 10

4.3 Local Regulations ..................................................................................................................... 12

5.0 Existing Noise Conditions....................................................................................................... 20

5.1 Noise Measurement Equipment.............................................................................................. 20

5.2 Noise Measurement Results.................................................................................................... 20

6.0 Modeling Parameters and Assumptions................................................................................. 24

6.1 Construction Noise................................................................................................................... 24

6.2 Operations‐Related Noise........................................................................................................ 25

6.2 Vibration .................................................................................................................................. 27

7.0 Impact Analysis ..................................................................................................................... 29

7.1 CEQA Thresholds of Significance.............................................................................................. 29

7.2 Generation of Noise Levels in Excess of Standards ................................................................. 29

7.3 Generation of Excessive Groundborne Vibration .................................................................... 35

7.4 Aircraft Noise ........................................................................................................................... 36

8.0 References............................................................................................................................. 37

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TABLE OF CONTENTS CONTINUED

APPENDIX
Appendix A – Field Noise Measurements Photo Index
Appendix B – Field Noise Measurements Printouts
Appendix C – RCNM Model Construction Noise Calculations Printouts Appendix D – FHWA Model Offsite Traffic Noise Calculations Printouts Appendix E – FHWA Model Onsite Traffic Noise Calculations Printouts Appendix F – Onsite Activity Areas Reference Noise Measurements and Noise Calculation Printouts

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LIST OF FIGURES
Figure 1 – Project Location Map ................................................................................................................... 4 Figure 2 – Proposed Site Plan ....................................................................................................................... 5 Figure 3 – Proposed Wall and Fence Plan..................................................................................................... 6 Figure 4 – City of San Jacinto Land Use Compatibility for Community Noise Exposure............................. 11 Figure 5 – Field Noise Monitoring Locations .............................................................................................. 22 Figure 6 – Field Noise Measurements Graph.............................................................................................. 23

LIST OF TABLES
Table A – City of San Jacinto Maximum Allowable Noise Exposure from Mobile Noise Sources............... 13 Table B – City of San Jacinto Allowable Exterior Noise Level Due to Stationary Noise Sources................. 13 Table C – City of San Jacinto Allowable Interior Noise Level Due to Stationary Noise Sources ................. 14 Table D – Existing (Ambient) Noise Level Measurements.......................................................................... 21 Table E – Construction Equipment Noise Emissions and Usage Factors.................................................... 24 Table F – FHWA Model Roadway Parameters............................................................................................ 26 Table G – Average Daily Traffic Volumes.................................................................................................... 26 Table H – Roadway Vehicle Mixes .............................................................................................................. 27 Table I – Vibration Source Levels for Construction Equipment.................................................................. 28 Table J – Construction Noise Levels at the Nearby Sensitive Receptors .................................................... 30 Table K – Existing Year Project Traffic Noise Contributions........................................................................ 32 Table L – Future Year 2045 Project Traffic Noise Contributions................................................................. 32 Table M – Proposed Homes Exterior and Interior Noise Levels................................................................. 33 Table N – Proposed Activity Areas Operational Noise Levels at the Nearest Homes................................. 35

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ACRONYMS AND ABBREVIATIONS
ANSI   American National Standards Institute
Caltrans California Department of Transportation
CEQA   California Environmental Quality Act
City   City of San Jacinto
cmu   concrete masonry unit
CNEL   Community Noise Equivalent Level
dB   Decibel
dBA   A‐weighted decibels
DOT   Department of Transportation
FHWA   Federal Highway Administration
FTA   Federal Transit Administration
EPA   Environmental Protection Agency
Hz   Hertz
Ldn   Day‐night average noise level
Leq   Equivalent sound level
Lmax   Maximum noise level
OSHA   Occupational Safety and Health Administration
PPV   Peak particle velocity
RMS   Root mean square
SEL   Single Event Level or Sound Exposure Level
STC   Sound Transmission Class
TTM   Tentative Tract Map
VdB   Vibration velocity level in decibels

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1.0 INTRODUCTION

1.1 Purpose of Analysis and Study Objectives
This Noise Impact Analysis has been prepared to determine the noise impacts associated with the proposed The Esplanade Collection Residential project (proposed project).  The following is provided in this report:
 A description of the study area and the proposed project;  Information regarding the fundamentals of noise;
 Information regarding the fundamentals of vibration;
 A description of the local noise guidelines and standards;  An evaluation of the current noise environment;
 An analysis of the potential short‐term construction‐related noise impacts from the proposed project; and
 An analysis of long‐term operations‐related noise impacts from the proposed project.

1.2 Site Location and Study Area
The project site is located in the southeastern portion of the City of San Jacinto (City).  The approximately

23.54‐net acre project site is currently vacant and is bounded by Esplanade Avenue and multi‐family homes to the north, Hewitt Street and single‐family homes to the east, Commonwealth Avenue and vacant land to the south, and commercial retail uses, vacant land and a multi‐family ranch home to the west.  The project study area is shown in Figure 1.

Sensitive Receptors in Project Vicinity
The nearestsensitive receptor to the project site is the multi‐family ranch home located as near as 40 feet to the west of the project site.  There are also multi‐family homes located as near as 110 feet north of the projectsite and single‐family homeslocated as near as 115 feet east of the projectsite.  The nearestschool is Hyatt Elementary School, which is located as near as 1,200 feet north of the project site.

1.3 Proposed Project Description
The proposed project would consist of developing the project site with 249 single‐family homes, with two onsite parks (Lot A and Lot B) that would be located at the center of the project site that will contain a large lawn area, playground for children, barbeque facility with picnic tables, pickleball courts, and water features.  The parks will be connected to pedestrian trails with exercise equipment that would run in both a north‐south direction across the middle of the project site and eastward direction to Hewitt Street.  In addition, the northwest corner of the project site would be a dual use water quality basin and turf play lawn.  The proposed site plan is shown in Figure 2.

The proposed Wall Plan is shown in Figure 3, which shows that a 6‐foot high masonry wall will be constructed around the majority of the perimeter of the project site, except for the entrance driveways and adjacent to the park areas that will have tube steel view fence.  The proposed 6 foot high masonry

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walls will also be constructed on the interior portions of the project site between the proposed homes and park areas.

1.4 Executive Summary
Standard Noise Regulatory Conditions
The proposed project will be required to comply with the following regulatory conditions from the City and State of California (State).

City of San Jacinto Noise Regulations
The following lists the noise and vibration regulations from the City Code that are applicable, but not limited to the proposed project.
 Section 8.40.040 Exterior noise standards;
 Section 8.40.050 Interior noise standards; and
 Section 8.40.090 Construction noise regulations.

State of California Noise Regulations
The following lists the State of California noise regulations that are applicable, but not limited to the proposed project.
 California Vehicle Code Section 27200‐27207 – On Road Vehicle Noise Limits  California Vehicle Code Section 38365‐38350 – Off‐Road Vehicle Noise Limits Summary of Analysis Results
The following is a summary of the proposed project’s impacts with regard to the State CEQA Guidelines noise checklist questions.

Generation of a substantial temporary or permanent increase in ambient noise levels in the vicinity of the project in excess of standards established in the local general plan or noise ordinance, or applicable standards of other agencies?
Less than significant impact.

Generation of excessive groundborne vibration or groundborne noise levels? Potentially significant impact. Mitigation Measure 1 is provided to reduce impacts to less than significant levels.

For a project located within the vicinity of a private airstrip or an airport land use plan or, where such a plan has not been adopted, within two miles of a public airport or public use airport, would the project expose people residing or working in the project area to excessive noise levels? Less than significant impact.

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1.5 Mitigation Measures for the Proposed Project
This analysis found that through adherence to the noise and vibration regulations detailed in Section 1.4 above and through implementation of the following mitigation all noise and vibration impacts would be reduced to less than significant levels.

Mitigation Measure 1:

The project applicant shall require that all construction contractors restrict the operation of any large bulldozers that is powered by a greater than 150 horse power engine from operating within 10 feet of any off‐site structure.  The project applicant shall require the use of a small bulldozer (i.e., D1, D2, or D3 dozers) or other type of equipment that islessthan 150 horsepower to perform all demolition and grading activities that are located within 10 feet of any off‐site structure.

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Packet Pg. 3673 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Figure 1 Project Location Map SOURCE: Google Maps. N Project Site

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Packet Pg. 3674 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Figure 2 Proposed Site Plan SOURCE: Summa Architecture.

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Packet Pg. 3675 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Figure 3 Proposed Wall and Fence Plan
SOURCE: Canyon Park Studio.

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2.0 NOISE FUNDAMENTALS
Noise is defined as unwanted sound.  Sound becomes unwanted when it interferes with normal activities, when it causes actual physical harm or when it has adverse effects on health.  Sound is produced by the vibration of sound pressure waves in the air.  Sound pressure levels are used to measure the intensity of sound and are described in terms of decibels. The decibel (dB) is a logarithmic unit which expresses the ratio of the sound pressure level being measured to a standard reference level.  A‐weighted decibels(dBA) approximate the subjective response of the human ear to a broad frequency noise source by discriminating against very low and very high frequencies of the audible spectrum.  They are adjusted to reflect only those frequencies which are audible to the human ear.

2.1 Noise Descriptors
Noise Equivalent sound levels are not measured directly, but are calculated from sound pressure levels typically measured in A‐weighted decibels (dBA).  The equivalent sound level (Leq) represents a steady state sound level containing the same total energy as a time varying signal over a given sample period.

The worst‐hour traffic Leq is the noise metric used by California Department of Transportation (Caltrans) for all traffic noise impact analyses.

The Day‐Night Average Level (Ldn) is the weighted average of the intensity of a sound, with corrections for time of day, and averaged over 24 hours.  The time of day corrections require the addition of ten decibelsto sound levels at night between 10 p.m. and 7 a.m.  While the Community Noise Equivalent Level (CNEL) is similar to the Ldn, except that it has another addition of 4.77 decibels to sound levels during the evening hours between 7 p.m. and 10 p.m.  These additions are made to the sound levels at these time periods because during the evening and nighttime hours, when compared to daytime hours, there is a decrease in the ambient noise levels, which creates an increased sensitivity to sounds.  For this reason the sound appears louder in the evening and nighttime hours and is weighted accordingly.  The City of San Jacinto relies on the CNEL noise standard to assess transportation‐related impacts on noise sensitive land uses.

2.2 Tone Noise
A pure tone noise is a noise produced at a single frequency and laboratory tests have shown that humans are more perceptible to changes in noise levels of a pure tone.  For a noise source to contain a “pure tone,” there must be a significantly higher A‐weighted sound energy in a given frequency band than in the neighboring bands, thereby causing the noise source to “stand out” against other noise sources.  A pure tone occurs if the sound pressure level in the one‐third octave band with the tone exceeds the average of the sound pressure levels of the two contiguous one‐third octave bands by:
 5 dB for center frequencies of 500 hertz (Hz) and above  8 dB for center frequencies between 160 and 400 Hz
 15 dB for center frequencies of 125 Hz or less

2.3 Noise Propagation
From the noise source to the receiver, noise changes both in level and frequency spectrum.  The most obvious is the decrease in level of noise as the distance from the source increases.  The manner in which the noise level reduces with distance depends on whether the source is a point or line source as well as ground absorption, atmospheric effects and refraction, and shielding by natural and manmade features.

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Sound from point sources, such as air conditioning condensers, radiate uniformly outward as it travels away from the source in a spherical pattern.   The noise drop‐off rate associated with this geometric spreading is 6 dBA per each doubling of the distance (dBA/DD) between source and receiver.

Transportation noise sources such as roadways are typically analyzed as line sources, since at any given moment the receiver may be impacted by noise from multiple vehicles at various locations along the roadway.  Because of the geometry of a line source, the noise drop‐off rate associated with the geometric spreading of a line source is 3 dBA/DD.

2.4 Ground Absorption
The sound drop‐off rate is highly dependent on the conditions of the land between the noise source and receiver.  To account for this ground‐effect attenuation (absorption), two types of site conditions are commonly used in traffic noise models, soft‐site and hard‐site conditions.  Soft‐site conditions account for the sound propagation loss over natural surfaces such as normal earth and ground vegetation.  For point sources, a drop‐off rate of 7.5 dBA/DD is typically observed over soft ground with landscaping, as compared with a 6.0 dBA/DD drop‐off rate over hard ground such as asphalt, concrete, stone and very hard packed earth.  For line sources a 4.5 dBA/DD is typically observed for soft‐site conditions compared to the 3.0 dBA/DD drop‐off rate for hard‐site conditions.  Caltrans research hasshown that the use ofsoft‐ site conditions is more appropriate for the application of the Federal Highway Administration (FHWA) traffic noise prediction model used in this analysis.

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3.0 GROUND‐BORNE VIBRATION FUNDAMENTALS
Ground‐borne vibrations consist of rapidly fluctuating motions within the ground that have an average motion of zero. The effects of ground‐borne vibrations typically only cause a nuisance to people, but at extreme vibration levels damage to buildings may occur.  Although ground‐borne vibration can be felt outdoors, it is typically only an annoyance to people indoors where the associated effects of the shaking of a building can be notable.  Ground‐borne noise is an effect of ground‐borne vibration and only exists indoors, since it is produced from noise radiated from the motion of the walls and floors of a room and may also consist of the rattling of windows or dishes on shelves.

3.1 Vibration Descriptors
There are several different methods that are used to quantify vibration amplitude such as the maximum instantaneous peak in the vibrations velocity, which is known as the peak particle velocity (PPV) or the root mean square (rms) amplitude of the vibration velocity.  Due to the typically small amplitudes of vibrations, vibration velocity is often expressed in decibels and is denoted as (Lv) and is based on the rms velocity amplitude.  A commonly used abbreviation is “VdB”, which in this text, is when Lv is based on the reference quantity of 1 micro inch per second.

3.2 Vibration Perception
Typically, developed areas are continuously affected by vibration velocities of 50 VdB or lower.  These continuous vibrations are not noticeable to humans whose threshold of perception is around 65 VdB.  Off‐ site sourcesthat may produce perceptible vibrations are usually caused by construction equipment,steel‐ wheeled trains, and traffic on rough roads, while smooth roads rarely produce perceptible ground‐borne noise or vibration.

3.3 Vibration Propagation
The propagation of ground‐borne vibration is not as simple to model as airborne noise.  This is due to the fact that noise in the air travelsthrough a relatively uniform medium, while ground‐borne vibrationstravel through the earth which may contain significant geological differences. There are three main types of vibration propagation; surface, compression, and shear waves.  Surface waves, or Rayleigh waves, travel along the ground’s surface.  These waves carry most of their energy along an expanding circular wave front,similar to ripples produced by throwing a rock into a pool of water.  P‐waves, or compression waves, are body waves that carry their energy along an expanding spherical wave front.  The particle motion in these waves is longitudinal (i.e., in a “push‐pull” fashion).   P‐waves are analogous to airborne sound waves.  S‐waves, orshear waves, are also body wavesthat carry energy along an expanding spherical wave front.  However, unlike P‐waves, the particle motion is transverse or “side‐to‐side and perpendicular to the direction of propagation.”
As vibration waves propagate from a source, the vibration energy decreases in a logarithmic nature and the vibration levels typically decrease by 6 VdB per doubling of the distance from the vibration source.  As stated above, this drop‐off rate can vary greatly depending on the soil but has been shown to be effective enough for screening purposes, in order to identify potential vibration impacts that may need to be studied through actual field tests.

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4.0 REGULATORY SETTING
The project site is located in the City of San Jacinto. Noise regulations are addressed through the efforts of various federal, state, and local government agencies.  The agencies responsible for regulating noise are discussed below.

4.1 Federal Regulations
The adverse impact of noise was officially recognized by the federal government in the Noise Control Act of 1972, which serves three purposes:
 Promulgating noise emission standards for interstate commerce  Assisting state and local abatement efforts
 Promoting noise education and research
The Federal Office of Noise Abatement and Control (ONAC) was initially tasked with implementing the Noise Control Act.  However, the ONAC has since been eliminated, leaving the development of federal noise policies and programs to other federal agencies and interagency committees.  For example, the Occupational Safety and Health Administration (OSHA) agency prohibits exposure of workers to excessive sound levels.  The Department of Transportation (DOT) assumed a significant role in noise control through its various operating agencies.  The Federal Aviation Administration (FAA) regulates noise of aircraft and airports.  Surface transportation system noise is regulated by a host of agencies, including the Federal Transit Administration (FTA), which regulates transit noise, while freeways that are part of the interstate highway system are regulated by the Federal Highway Administration (FHWA).   Finally, the federal government actively advocates that local jurisdictions use their land use regulatory authority to arrange new development in such a way that “noise sensitive” uses are either prohibited from being sited adjacent to a highway or, alternately that the developments are planned and constructed in such a manner that potential noise impacts are minimized.

Since the federal government has preempted the setting of standards for noise levels that can be emitted by the transportation sources, the City isrestricted to regulating the noise generated by the transportation system through nuisance abatement ordinances and land use planning.

4.2 State Regulations
Noise Standards
California Department of Health Services Office of Noise Control Established in 1973, the California Department of Health Services Office of Noise Control (ONC) was instrumental in developing regularity tools to control and abate noise for use by local agencies.  One significant model isthe “Land Use Compatibility for Community Noise Environments Matrix,” which allows the local jurisdiction to clearly delineate compatibility of sensitive uses with various incremental levels of noise.  The Land Use Compatibility Matrix that was adopted by the City is provided in Table PS‐1 of the General Plan and is shown in Figure 4.

California Noise Insulation Standards
Title 24, Chapter 1, Article 4 of the California Administrative Code (California Noise Insulation Standards) requires noise insulation in new hotels, motels, apartment houses, and dwellings(other than single‐family detached housing) that provides an annual average noise level of no more than 45 dBA CNEL.  When such

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structures are located within a 60‐dBA CNEL (or greater) noise contour, an acoustical analysis is required to ensure that interior levels do not exceed the 45‐dBA CNEL annual threshold.  In addition, Title 21, Chapter 6, Article 1 of the California Administrative Code requires that all habitable rooms, hospitals, convalescent homes, and places of worship shall have an interior CNEL of 45 dB or less due to aircraft noise.

Government Code Section 65302
Government Code Section 65302 mandates that the legislative body of each county and city in California adopt a noise element as part of its comprehensive general plan.  The local noise element must recognize the land use compatibility guidelines published by the State Department of Health Services.   The guidelines rank noise land use compatibility in terms of normally acceptable, conditionally acceptable, normally unacceptable, and clearly unacceptable.

California Vehicle Code Section 27200‐27207 – On‐Road Vehicle Noise California Vehicle Code Section 27200‐27207 provides noise limits for vehicles operated in California.  For vehicles over 10,000 pounds noise is limited to 88 dB for vehicles manufactured before 1973, 86 dB for vehicles manufactured before 1975, 83 dB for vehicles manufactured before 1988, and 80 dB for vehicles manufactured after 1987.  All measurements are based at 50 feet from the vehicle.

California Vehicle Section 38365‐38380 – Off‐Road Vehicle Noise California Vehicle Code Section 38365‐38380 provides noise limits for off‐highway motor vehicles operated in California.  92 dBA for vehicles manufactured before 1973, 88 dBA for vehicles manufactured before 1975, 86 dBA for vehicles manufactured before 1986, and 82 dBA for vehicles manufactured after December 31, 1985.  All measurements are based at 50 feet from the vehicle.

Vibration Standards
Title 14 of the California Administrative Code Section 15000 requires that all state and local agencies implement the California Environmental Quality Act (CEQA) Guidelines, which requires the analysis of exposure of persons to excessive groundborne vibration.  However, no statute has been adopted by the state that quantifies the level at which excessive groundborne vibration occurs.

The Transportation‐  and Construction Vibration Guidance Manual, prepared by Caltrans, April 2020, provides practical guidance to Caltrans engineers, planners, and consultants who must address vibration issues associated with the construction, operation, and maintenance of Caltrans projects.  However, this manual is also used as a reference point by many lead agencies and CEQA practitioners throughout California, as it provides numeric thresholds for vibration impacts.   Thresholds are established for continuous (construction‐related) and transient (transportation‐related) sources of vibration, which found that the human response becomes distinctly perceptible at 0.25 inch per second PPV for transient sources and 0.04 inch per second PPV for continuous sources.

4.3 Local Regulations
The City of San Jacinto General Plan and Municipal Code establishes the following applicable policies related to noise and vibration.

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City of San Jacinto General Plan
The following are the applicable goals, policies and actions to the proposed project from the Noise Element of the General Plan.

Goal PS‐6: A comfortable community environment that is free from excessive noise pollution.

PS‐6 Policies
PS‐6 Noise Exposure.   Consider the noise compatibility of existing and future development when making land use planning decisions. Require development and infrastructure projects to be consistent with the land use compatibility standards contained in Tables PS‐1 (see Figure 4, above), PS‐2 (see Table A), PS‐3 (Table B) and PS‐4 (Table C) to ensure acceptable noise exposure levels for existing and future development.

Table A – City of San Jacinto Maximum Allowable Noise Exposure from Mobile Noise Sources Land Use
Noise Standards1
Exterior Interior
Residential – single‐family, multi‐family, duplex and mobile home 65 dB(A) 45 dB(A) Residential – transient lodging, hotels, motels, nursing homes, hospitals, assisted care facilities
65 dB(A) 45 dB(A)
Private offices, churches, libraries, theaters, concert halls, meeting halls, schools
65 dB(A) 45 dB(A)
General commercial, office, retail, reception, restaurant 65 dB(A) 45 dB(A) Light industrial2 ‐‐  ‐‐
Parks and playgrounds3 65 dB(A) 50 dB(A)
Golf courses, outdoor spectator sports 70 dB(A)  ‐‐
Notes:
1 In Community Noise Level Equivalent (CNEL). 2
Noise standards do not apply to Light Industrial areas. 3 Outdoor environment limited to playground areas, picnic areas, and other areas of frequent human use.

Source: Table PS‐2 from City of San Jacinto General Plan, 2022.

Table B – City of San Jacinto Allowable Exterior Noise Level Due to Stationary Noise Sources Type of Land Use
Allowed Equivalent Noise Level, dBA Leq1,2
7:00 a.m. ‐ 10:00 p.m. 10:00 p.m. ‐ 7:00 a.m.

All single‐family residential properties 65   45
All multifamily residential properties, mobile home parks 65 50 All commercial property 65 60
The residential portion of mixed‐use properties 70 70
All manufacturing and industrial properties, and all other uses 70 70 Notes:

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1 If the ambient noise level exceeds the resulting standards, the ambient noise level shall be the standard. 2 Measurements for compliance are made on the affected property pursuant to Section 8.40.160. 3 It is unlawful for any person at any location within the incorporated area of the city to create noise, or to allow the creation of any noise on property owned, leased, occupied, or otherwise controlled by such person, which noise causesthe noise level, when measured at any location on any other property, to exceed either of the following:
a. The noise standard for the applicable zone for any fifteen (15) minute period; b. A maximum instantaneous (single instance) noise level equal to the value of the noise standard plus twenty (20) dBA for any period of time (measured using A‐weighted slow response).

4. In the event the ambient noise level exceeds the noise standard, the maximum allowable noise level under such category shall be increased to reflect the maximum ambient noise level.

5. The residential portion of mixed‐use properties standard shall apply to that portion of residential property falling within one hundred (100) feet of a commercial property or use if the noise originates from that commercial property or use.

6. If the measurement location is on a boundary between two different types of land uses, the lower noise level standard applicable to types of land uses shall apply.

Source: Table PS‐3 from City of San Jacinto General Plan, 2022.

Table C – City of San Jacinto Allowable Interior Noise Level Due to Stationary Noise Sources Type of Land Use
Allowed Equivalent Noise Level, dBA Leq1,2
7:00 a.m. to 10:00 p.m. 10:00 p.m. to 7:00 a.m.

All single‐family residential properties 45 40
All multifamily residential properties and mobile home
parks
45 40
All commercial properties 45 40
Residential portion of mixed use 45 40
Notes:
1 If the ambient noise level exceeds the resulting standard, the ambient noise level shall be the standard. 2 Measurements for compliance are made on the affected property pursuant to Section 8.40.160. 3 It is unlawful for any person at any location within the incorporated area of the city to create noise, or to allow the creation of any noise on property owned, leased, occupied, or otherwise controlled by such person, which noise causesthe noise level, when measured at any location on any other property, to exceed either of the following:
a. The noise standard for the applicable zone for any fifteen (15) minute period; b. A maximum instantaneous (single instance) noise level equal to the value of the noise standard plus twenty (20) dBA for any period of time (measured using A‐weighted slow response).

4. In the event the ambient noise level exceeds the noise standard, the maximum allowable noise level under such category shall be increased to reflect the maximum ambient noise level.

5. The Residential portion of mixed‐use standard shall apply to that portion of residential property falling within one hundred (100) feet of a commercial property or use if the noise originates from that commercial property or use.

6. If the measurement location is on a boundary between two different types of land uses, the lower noise level standard applicable to the types of land uses shall apply.

Source: Table PS‐4 from City of San Jacinto General Plan, 2022.

PS‐6.2 Noise Mitigation. Require new development to mitigate excessive noise to the standards indicated in Tables PS‐1, PS‐2, PS‐3 and PS‐4 to the extent feasible through best practices, including building location and orientation, building design features, placement of noise‐ generating equipment away from sensitive receptors, shielding of noise‐generating equipment, placement of noise‐tolerant features between noise sources and sensitive receptors, and use of noise‐minimizing materials.

PS‐6.3   Acoustical Studies.   Require acoustical studies for new discretionary developments and transportation improvements that have the potential to affect existing noise‐sensitive uses such as schools, hospitals, libraries, care facilities, and residential areas, and for projects that would

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introduce new noise‐sensitive uses into an area where existing noise levels may exceed the thresholdsidentified in this element. For projectsthat are required to prepare an acousticalstudy, the following mobile and stationary noise source criteria shall be used to determine the significance of those impacts.

A. Mobile Noise Sources:
 Where existing traffic noise levels are within or below the “normally acceptable” noise criteria at the affected land use (see Table PS‐1), a readily perceptible 5 dBA or greater increase in roadway noise will be considered significant;  Where existing traffic noise levelsfalls within the “conditionally acceptable” noise criteria at the sensitive land use, a +3 dBA CNEL or greater increase in roadway noise levels will be considered significant; and
 Where existing traffic noise levels exceed the “conditionally acceptable” noise criteria at the sensitive land use, a +1.5 dBA CNEL or greater increase in roadway noise levels will be considered significant.

B. Stationary and Non‐Transportation Noise Sources
 A significant impact will occur if the project results in an exceedance of the noise level standards contained in this element, or the project will result in an increase in ambient noise levels by more than 3 dB, whichever is greater.

PS‐6.4:  Roadway Noise.   Encourage nonmotorized transportation alternatives for local trips and the implementation of noise sensitivity measures in the public realm, including traffic‐calming road design, lateral separation, natural buffers, and setbacks to decrease excessive motor vehicle noise.

PS‐6.5:  Vehicular Traffic.  Monitor and enforce existing speed limits and motor vehicle codes requiring adequate mufflers on all types of vehicles traveling through the city.

PS‐6.7 Construction Noise.  Require construction activities to reduce noise impacts on adjacent uses to the criteria identified in Tables PS‐3 and PS‐4, or, if the criteria cannot be met, to the maximum extent feasible complying with Chapter 8.40 of the San Jacinto Municipal Code (Noise Control) and use best practices. Construction activities outside of the permitted construction hours identified in the San Jacinto Municipal Code may be approved on a case‐by‐case basis by the Community Development Director.

PS‐6A Actions
PS‐6b Review new development projects for compliance with the noise requirements established in this General Plan, including the standards established in Tables PS‐1, PS‐2, PS‐3 and PS‐4. Where necessary, require new development to mitigate excessive noise through best practices, including building location and orientation, building design features, placement of noise‐generating equipment away from sensitive receptors, shielding of noise‐generating equipment, placement of noise‐tolerant features between noise sources and sensitive receptors, and use of noise‐ minimizing materials such as rubberized asphalt.

PS‐6c Require acoustical studies for all new discretionary projects, including those related to development and transportation, which have the potential to generate noise impacts which exceed the standardsidentified in this General Plan. The studiesshall include representative noise

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measurements, estimates of existing and projected noise levels, and mitigation measures necessary to ensure compliance with this element.

PS‐6e Require all construction activity to comply with the limits (maximum noise levels, hours and days of allowed activity) established in the City noise regulations (Title 24 California Code of Regulations, Noise Ordinance) in order to reduce impacts associated with temporary construction noise to the extent feasible. Trucks associated with construction activities shall follow the designated truck routes described in the Mobility Element.

PS‐6h Require new development to minimize vibration impacts to adjacent uses during demolition and construction. Require vibration studies for all new discretionary projects, including those related to development and transportation, which have the potential to generate vibration impacts which exceeds the vibration limits. This includes projects requiring pile driving and/or construction on properties adjacent to historic structures. Forsensitive historic structures, a vibration limit of 0.08 in/sec PPV (peak particle velocity) will be used to minimize the potential for cosmetic damage to the building. A vibration limit of 0.30 in/sec PPV will be used to minimize the potential for cosmetic damage at buildings of normal conventional construction.

City of San Jacinto Municipal Code
The City of San Jacinto Municipal Code establishes the following applicable standards related to noise.

8.40.040 Exterior noise standards.

The following land use compatibility standards shall apply to all development and infrastructure projects:
(see Figure 4, above)

8.40.040 Mobile noise source standards.

A. The following exterior noise standards for maximum allowable noise exposure from mobile sources shall apply to all development and infrastructure projects, unless otherwise specifically indicated: (see Table A, above)

8.40.050 Stationary noise source standards, exterior and interior.

A. The following noise standardsfor maximum allowable noise level due to stationary noise sources shall apply to all development and infrastructure project, unless otherwise specifically indicated:
(see Table B, above)

1. If the ambient noise level exceeds the resulting standard, the ambient noise level shall be the standard.

2. Measurements for compliance are made on the affected property pursuant to Section

8.40.160.

3. It is unlawful for any person at any location within the incorporated area of the city to create noise, or to allow the creation of any noise on property owned, leased, occupied, or otherwise controlled by such person, which noise causesthe noise level, when measured at any location on any other property, to exceed either of the following:
a. The noise standard for the applicable zone for any fifteen (15) minute period;

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b. A maximum instantaneous (single instance) noise level equal to the value of the noise standard plus twenty (20) dBA for any period of time (measured using A‐weighted slow response).

4. In the event the ambient noise level exceeds the noise standard, the maximum allowable noise level under such category shall be increased to reflect the maximum ambient noise level.

5. The residential portion of mixed‐use properties standard shall apply to that portion of residential property falling within one hundred feet of a commercial property or use if the noise originates from that commercial property or use.

6. If the measurement location is on a boundary between two different types of land uses, the lower noise level standard applicable to types of land uses shall apply.

B. The following allowable interior noise standards due to stationary noise sources shall apply to all development and infrastructure projects, unless otherwise specifically indicated: (see Table C)

1. If the ambient noise level exceeds the resulting standard, the ambient noise level shall be the standard.

2. Measurements for compliance are made on the affected property pursuant to Section

8.40.160.

3. It is unlawful for any person at any location within the incorporated area of the city to create noise, or to allow the creation of any noise on property owned, leased, occupied, or otherwise controlled by such person, which noise causes the noise level, when measured at any location on any other property, to exceed either of the following:
a. The noise standard for the applicable zone for any fifteen (15) minute period; b. A maximum instantaneous (single instance) noise level equal to the value of the noise standard plus twenty (20) dBA for any period of time (measured using A‐weighted slow response)

4. In the event the ambient noise level exceeds the noise standard, the maximum allowable noise level under such category shall be increased to reflect the maximum ambient noise level.

5. The residential portion of mixed‐use standard shall apply to that portion of residential property falling within one hundred feet of a commercial property or use if the noise originates from that commercial property or use.

6. If the measurement location is on a boundary between two different types of land uses, the lower noise level standard applicable to the types of land uses shall apply.

8.40.070 Exemptions.

The following activities shall be exempted from the provisions of this chapter:

A. Any activity conducted on public property, or on private property with the consent of the owner, by any public entity or its officers, employees, representatives, agents, subcontractors, permittees, licensees or lessees that the public entity has authorized, shall be exempt from the provisions of this chapter. This includes, without limitation, sporting and recreational activities that are sponsored, co‐sponsored, permitted or allowed by the city of San Jacinto or any school

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district within the city’sjurisdictional boundaries. This also includes, without limitation, occasional outdoor gatherings, public dances, shows or sporting and entertainment events, provided such events are conducted pursuant to an approval, authorization, contract, lease, permit or sublease by the appropriate public entity, including the planning commission or city council; D. Noise sources associated construction, repair, remodeling, demolition or grading of any real property. Such activities shall instead be subject to the provisions of Section 8.40.090; E. Noise sources associated with construction, repair, remodeling, demolition or grading of public rights‐of‐way or during authorized seismic surveys;
G. Any activity to the extent regulation thereof has been preempted by state or federal law.

K. Property maintenance, including but not limited to, the operation of lawnmowers, leaf blowers, etc., provided such maintenance occurs between the hours of seven a.m. and seven p.m.

8.40.090 Construction activity noise regulations.

A. The erection (including excavation), demolition, alteration or repair of any building shall occur between the hours of seven a.m. and seven p.m. on weekdays and Saturdays, and between nine a.m. and six p.m. on Sundays and holidays, except when such work complies with the terms of a temporary use permit which may be issued by the community development director or his or her designee, upon a showing of sufficient need due to hot or inclement weather, or the use of an unusually long process material, or other circumstances of unusual and compelling nature.

B. No landowner, construction company owner, contractor, subcontractor or employer shall permit or allow any person or persons working under their direction and control to operate any tool, equipment or machine in violation of the provisions of this section.

C. Exceptions.

1. The provisions of this section shall not apply to emergency construction work performed by a private party when authorized by the city manager or his or her designee;

2. The maintenance, repair or improvement of any public work or facility by public employees, by any person or persons acting pursuant to a public works contract, or by any person or persons performing such work or pursuant to the direction of, or on behalf of, any public agency; provided, however, this exception shall not apply to the city of San Jacinto, or its employees, contractors or agents, unless:
a. The manager or a department head determines that the maintenance, repair or improvement is immediately necessary to maintain public services; or b. The maintenance, repair or improvement is of a nature that cannot feasibly be conducted during normal business hours; or
c. The city council has approved project specifications, contract provisions, or an environmental document thatspecifically authorizes construction during hours of the day that would otherwise be prohibited pursuant to this section;

3. Any construction that complies with the noise limits specified in Section 8.40.040 or

8.40.050.

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8.40.140 Heating, venting, pool/spa and air conditioning – Special provisions.

Permits for heating, venting and air conditioning (HVAC) and pool/spa equipment in or adjacent to residential areas shall be issued only after the installation contractor signs an acknowledgment that the installation will meet the noise limits established in Section 5‐29.04. Applications for residential mechanical permits for air conditioners may use the methodology specified in Standard 275 “Standard Application of Sound Rated Outdoor Unitary Equipment” of the Air Conditioning and Refrigeration Institute (ARI), 1984, as amended. Applicants of mechanical permitsfor commercial HVAC equipmentshall be required to submit a detailed acoustical study that demonstrates compliance with the noise limits established in Section 8.40.040.

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5.0 EXISTING NOISE CONDITIONS
To determine the existing noise levels, noise measurements have been taken in the vicinity of the project site.  The field survey noted that noise within the proposed project area is generally characterized by vehicle traffic on the nearby roadways and from activities at commercial retail uses to the west of the project site.   The following describes the measurement procedures, measurement locations, noise measurement results, and the modeling of the existing noise environment.

5.1 Noise Measurement Equipment
The noise measurements were taken using three Larson Davis Model LXT1 Class 1 sound level meters programmed in “slow” mode to record the sound pressure level at 1‐second intervals for 24 hours in “A” weighted form.  In addition, the Leq averaged over the entire measuring time and Lmax were recorded with the three sound level meters.  The sound level meters and microphones were mounted on posts, were placed approximately four to six feet above the ground and were equipped with windscreens during all measurements.  The noise meters were calibrated before and after the monitoring using a Larson Davis Cal200 calibrator.  All noise level measurement equipment meets American National Standards Institute (ANSI) specifications for sound level meters (ANSI S1.4‐2014 standard).

Noise Measurement Locations
The noise monitoring locations were selected in order to obtain noise levels in the vicinity of the project site.  Descriptions of the noise monitoring sites are provided below in Table D and are shown in Figure 5.

Appendix A includes a photo index of the study area and noise level measurement locations.

Noise Measurement Timing and Climate
The noise measurements were recorded between 1:14 p.m. on Tuesday, January 30, 2024 and 1:27 p.m. on Wednesday, January 31, 2024.  At the start of the noise measurements, the sky was clear (no clouds), the temperature was 84 degrees Fahrenheit, the humidity was 29 percent, barometric pressure was 28.30 inches of mercury, and there was no wind. Overnight, the temperature dropped to 40 degrees Fahrenheit and the humidity peaked at 90 percent.  At the conclusion of the noise measurements, the sky was partly cloudy, the temperature was 60 degrees Fahrenheit, the humidity was 55 percent, barometric pressure was 28.25 inches of mercury, and the wind was blowing at an average rate of two miles per hour.

5.2 Noise Measurement Results
The results of the noise level measurements are presented in Table D. The measured sound pressure levels in dBA have been used to calculate the minimum and maximum Leq averaged over 1‐hour intervals.  Table D also shows the Leq, Lmax, and CNEL, based on the entire measurement time. The CNEL was calculated through use of the hourly Leq that was entered into Equation 2‐23 from Technical Noise Supplement to the Traffic Noise Analysis Protocol (TeNS), prepared by Caltrans, September 2013.  The noise monitoring data printouts are included in Appendix B.  Figure 6 shows a graph of the 24‐hour noise measurements.

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Table D – Existing (Ambient) Noise Level Measurements
Site
No. Site Description
Average (dBA Leq) 1‐hr Average (dBA Leq/Time) Average3
Daytime (dBA CNEL) 1 Nighttime2 Minimum Maximum
1 On a light post adjacent to west property
line of project site, approximately 65 feet
south of Esplanade Avenue centerline.

68.1 60.8

54.3 2:48 a.m.

71.9 3:43 p.m.

69.8 2
On a sign post on east property line of
Project Site, approximately 30 feet west
of Hewitt Street centerline and aligned
with Yarrow Drive

65.6 59.5

54.1 1:37 a.m.

68.5 12:49 p.m.

68.0 3
On a power pole on south property line
of project site, approximately 35 feet
north of Commonwealth Avenue
centerline and 260 feet east of the
southwest property corner

69.7 62.2

54.4 1:37 a.m.

73.9 4:42 p.m.

71.4 Notes:
1 Daytime defined as 7:00 a.m. to 10:00 p.m. (Section 8.40.040 of the Municipal Code) 2 Nighttime define as 10:00 p.m. to 7:00 a.m. (Section 8.40.040 of the Municipal Code) 3 The 24‐hour average dBA CNEL is calculated by taking the hourly Leq values and adding a penalty of 4.77 dB during the evening hours of 7 to 10 pm and adding a 10 dB penalty during the nighttime hours of 10 pm to 7 am.

Source: Noise measurements taken between Tuesday, January 30 and Wednesday, January 31, 2024.

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Packet Pg. 3691 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Figure 5 Field Noise Monitoring Locations
SOURCE: Google Maps. N LEGEND Noise Measurement Location 32 1 3

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SOURCE: Three Larson Davis Model LXT1 Type 1 Sound Level Meters.

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6.0 MODELING PARAMETERS AND ASSUMPTIONS

6.1 Construction Noise
The noise impacts from construction of the proposed project have been analyzed through use of the FHWA’s Roadway Construction Noise Model (RCNM).   The FHWA compiled noise measurement data regarding the noise generating characteristics of several different types of construction equipment used during the Central Artery/Tunnel project in Boston.  Table E below provides a list of the construction equipment anticipated to be used for each phase of construction that was obtained from the Air Quality and Greenhouse Gas Technical Memorandum for the Proposed Hewitt and Esplanade Residential Project, San Jacinto, California (Air Quality Memo), prepared by LSA, August 2, 2024.

Table E – Construction Equipment Noise Emissions and Usage Factors Equipment Description
Number of
Equipment
Acoustical Use
Factor1 (percent)
Spec 721.560 Lmax at
50 feet2 (dBA, slow3)
Actual Measured Lmax
at 50 feet4 (dBA, slow3)
Site Preparation
Rubber Tired Dozers 3 40 85 82
Backhoe 1 40 80 78
Front End Loader 1 40 80 79
Tractor 1 40 84 N/A
Grading
Excavators 2 40 85 81
Grader 1 40 85 83
Rubber Tired Dozer 1 40 85 82
Scrapers 2 40 85 84
Front End Loader 1 40 80 79
Tractor 1 40 84 N/A
Building Construction
Crane 1 16 85 81
Forklift (Gradall) 3 40 85 83
Generator 1 50 82 81
Backhoe 1 40 80 78
Front End Loader 1 40 80 79
Tractor 1 40 84 N/A
Welder 1 40 73 74
Paving
Paver 2 50 85 77
Paving Equipment 2 50 85 77
Roller 2 20 85 80
Architectural Coating
Air Compressor 1 40 80 78
Notes:
1 Acoustical use factor is the percentage of time each piece of equipment is operational during a typical workday. 2  Spec 721.560 is the equipment noise level utilized by the RCNM program. 3  The “slow” response averagessound levels over 1‐second increments. A “fast” response averagessound levels over 0.125‐second increments.   4 Actual Measured is the average noise level measured of each piece of equipment during the Central Artery/Tunnel project in Boston, Massachusetts primarily during the 1990s.

Source: Federal Highway Administration, 2006 and CalEEMod default equipment mix.

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Table E shows the associated measured noise emissions for each piece of equipment from the RCNM model and measured percentage of typical equipment use per day.  Construction noise impacts to the nearby sensitive receptors have been calculated according to the equipment noise levels and usage factors listed in Table E and through use of the RCNM.

The FTA Manual provides for two different levels of assessment of construction noise and the current state of the proposed project meets the definition of a General Assessment, which is defined as “projects in an early assessment stage when the equipment roster and schedule are undefined and only a rough estimate of construction noise levels is practical.” As such, construction noise has been analyzed based on the methodology for a General Assessment.   However, in order to provide a more conservative analysis, for each phase of construction, all construction equipment was analyzed based on being placed in the middle of the project site, instead of just the two nosiest pieces of equipment as detailed in the FTA Manual for a General Assessment.  In addition, 5 dB of shielding was added to the RCNM model for the homes to the north, south and east, in order to account for the existing approximately 6 foot high walls and fences located between the project site and the homes.  The RCNM model printouts are provided in Appendix C.

6.2 Operations‐Related Noise
FHWA Roadway Noise Model Methodology
The proposed project would result in increasesin traffic noise to the nearby roadways as well asintroduce new sensitive receptors to the project site.  The project impacts to the offsite roadways were analyzed through use of the FHWA Traffic Noise Prediction Model ‐ FHWA‐RD‐77‐108 (FHWA Model) as detailed in the Technical Noise Supplement to the Traffic Noise Analysis Protocol, prepared by Caltrans, September 2013.  The FHWA Model arrives at a predicted noise level through a series of adjustmentsto the Reference Energy Mean Emission Level (REMEL).  Adjustments are then made to the reference energy mean emission level to account for:
 The roadway active width (i.e., the distance between the center of the outermost travel lanes on each side of the roadway);
 The total average daily traffic (ADT) and the percentage of ADT which flows during the day, evening and night, the travel speed, the vehicle mix on the roadway, which is a percentage of the volume of automobiles, medium trucks and heavy trucks, the roadway grade, the angle of view of the observer exposed to the roadway; and
 Site conditions ("hard" or "soft" relates to the absorption of the ground, pavement or landscaping).

The following section provides a discussion of the software and modeling input parameters used in this analysis and a discussion of the resultant existing noise model.

FHWA Model Traffic Noise Prediction Model Inputs
The roadway parameters used for this study are presented in Table F.  The roadway segments that were analyzed were based on having at least 10 percent of the project generated traffic and have sensitive receptors adjacent to the road segment.  The roadway classifications are based on the City’s General Plan Circulation Element.  The roadway speeds are based on the posted speed limits.  The distance to the nearest sensitive receptor was determined by measuring the distance from the roadway centerline to the nearest residence.  Since the study area is located in a suburban environment and landscaping or natural vegetation exists along the sides of the analyzed roads, soft site conditions were modeled.

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Table F – FHWA Model Roadway Parameters
Roadway Segment
General Plan
Classification
Vehicle
Speed (MPH)
Distance to Nearest
Receptor1 (feet)
San Jacinto Avenue North of 7th Street Arterial 40 55
San Jacinto Avenue North of Esplanade Avenue Arterial 40 55 San Jacinto Avenue South of Esplanade Avenue Arterial 40 90 San Jacinto Avenue South of Commonwealth Ave Major 40 135 San Jacinto Avenue South of Oakland Avenue Limited Access Hwy 40 50 Hewitt Street North of Esplanade Avenue Major 35 75
Hewitt Street South of Esplanade Avenue Major 45 65
Esplanade Avenue West of San Jacinto Avenue Arterial 40 50 Esplanade Avenue West of Driveway 1 Arterial 45 70
Esplanade Avenue East of Driveway 1 Arterial 45 70
Commonwealth Ave West of Driveway 2 Major 40 50
Notes:
1 Distance measured from nearest offsite residential structure to centerline of roadway.

Source: City of San Jacinto, 2022.

The average daily traffic (ADT) volumes were obtained from The Esplanade Collection Traffic Impact Analysis (Traffic Analysis), prepared by EPD Solutions, Inc., July 25, 2024.   The without project traffic volumes were calculated based on multiplying the PM peak hour intersection volumes by 12 and the with project traffic volumes were calculated by multiplying the project trip distribution percentages for each analyzed road segment by the 2,348 project generated daily trips and then added to the without project traffic volumes.  The ADT volumes used in this analysis are shown in Table G.

Table G – Average Daily Traffic Volumes
Roadway Segment
Average Daily Traffic Volumes
Existing
Existing +
Project
Year 2045
No Project
Year 2045
+ Project
San Jacinto Avenue North of 7th Street 14,500 14,830 38,640 38,970 San Jacinto Avenue North of Esplanade Avenue 20,260 20,710 35,200 35,650 San Jacinto Avenue South of Esplanade Avenue 23,620 24,560 34,130 35,070 San Jacinto Avenue South of Commonwealth Avenue 20,060 21,050 35,900 36,890 San Jacinto Avenue South of Oakland Avenue 15,470 16,060 20,950 21,540 Hewitt Street North of Esplanade Avenue 11,230 11,540 12,120 12,430 Hewitt Street South of Esplanade Avenue 11,340 11,570 13,690 13,920 Esplanade Avenue West of San Jacinto Avenue 19,340 19,810 22,190 22,660 Esplanade Avenue West of Driveway 1 15,160 16,080 16,080 17,000 Esplanade Avenue East of Driveway 1 15,070 15,610 16,000 16,540 Commonwealth Ave West of Driveway 2 9,820 10,920 15,560 16,660 Source: City of San Jacinto, 2022; EPD Solutions, Inc., 2024.

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The vehicle mixes used in the FHWA‐RD‐77‐108 Model are shown in Table H and major and arterial roadways are based on the typical vehicle mixes observed in Riverside County and San Jacinto Avenue (State Route 79) is based on the vehicle mix provided in the 2016 Annual Average Daily Truck Traffic on the California State Highway System, prepared by Caltrans.   The vehicle mixes provides the hourly distribution percentages of automobiles, medium trucks, and heavy trucksfor input into the FHWA model.

Table H – Roadway Vehicle Mixes
Vehicle Type
Traffic Flow Distributions
Day
(7 a.m. to 7 p.m.)
Evening
(7 p.m. to 10 p.m.)
Night
(10 p.m. to 7 a.m.) Overall
San Jacinto Avenue (State Route 79)
Automobiles 62.64% 12.84% 15.02% 90.50%
Medium Trucks 3.39% 0.67% 2.19% 6.25%
Heavy Trucks 1.62% 0.17% 1.46% 3.25%
Major and Arterials
Automobiles 69.50% 12.90% 9.60% 92.00%
Medium Trucks 1.44% 0.06% 1.50% 3.00%
Heavy Trucks 2.40% 0.10% 2.50% 5.00%
Source: County of Riverside, 2015; Caltrans, 2018.

FHWA Model Source Assumptions
To assess the roadway noise generation in a uniform manner, all vehicles are analyzed at the single lane equivalent acoustic center of the roadway being analyzed.  In order to determine the height above the road grade where the noise is being emitted from, each type of vehicle has been analyzed independently with autos at road grade, medium trucks at 2.3 feet above road grade, and heavy trucks at 8 feet above road grade.  These elevations were determined through a noise‐weighted average of the elevation of the exhaust pipe, tires and mechanical parts in the engine, which are the primary noise emitters from a vehicle.

6.2 Vibration
Construction activity can result in varying degrees of ground vibration, depending on the equipment used on the site.  Operation of construction equipment causes ground vibrations that spread through the ground and diminish in strength with distance.  Buildings in the vicinity of the construction site respond to these vibrations with varying results ranging from no perceptible effects at the low levels to damage at the highest levels.  Table I gives approximate vibration levels for particular construction activities.  The data in Table I provides a reasonable estimate for a wide range of soil conditions.

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Table I – Vibration Source Levels for Construction Equipment Equipment
Peak Particle Velocity
(inches/second)
Approximate Vibration Level
(Lv)at 25 feet
Pile driver (impact) Upper range
typical

1.518

0.644
112
104
Pile driver (sonic) Upper range
typical

0.734

0.170
105
93 Clam shovel drop (slurry wall) 0.202 94
Vibratory Roller 0.210 94
Hoe Ram 0.089 87
Large bulldozer 0.089 87
Caisson drill 0.089 87
Loaded trucks 0.076 86
Jackhammer 0.035 79
Small bulldozer 0.003 58
Source: Federal Transit Administration, 2018.

The construction‐related vibration impacts have been calculated through the vibration levels shown above in Table I and through typical vibration propagation rates.  The equipment assumptions were based on the equipment lists provided above in Table E.

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7.0 IMPACT ANALYSIS

7.1 CEQA Thresholds of Significance
Consistent with the California Environmental Quality Act (CEQA) and the State CEQA Guidelines, a significant impact related to noise would occur if a proposed project is determined to result in:
 Generation of a substantial temporary or permanent increase in ambient noise levels in the vicinity of the project in excess of standards established in the local general plan or noise ordinance, or applicable standards of other agencies;
 Generation of excessive groundborne vibration or groundborne noise levels; or  For a project located within the vicinity of a private airstrip or an airport land use plan or, where such a plan has not been adopted, within two miles of a public airport or public use airport, would the project expose people residing or working in the project area to excessive noise levels.

7.2 Generation of Noise Levels in Excess of Standards
The proposed project would not generate a substantial temporary or permanent increase in ambient noise levels in the vicinity of the project in excess of standards established in the local general plan or noise ordinance, or applicable standards of other agencies.  The following section calculates the potential noise emissions associated with the temporary construction activities and long‐term operations of the proposed project and compares the noise levels to the City standards.

Construction‐Related Noise
The construction activitiesforthe proposed project are anticipated to include site preparation and grading of the project site, building construction of the 249 single‐family homes, paving of the onsite roads and parking areas, sidewalks and hardscapes, and application of architectural coatings.  Noise impacts from construction activities associated with the proposed project would be a function of the noise generated by construction equipment, equipment location, sensitivity of nearby land uses, and the timing and duration of the construction activities.  The nearestsensitive receptorto the projectsite isthe multi‐family ranch home located as near as 40 feet to the west of the project site.  There are also multi‐family homes located as near as 110 feet north of the project site and single‐family homes located as near as 115 feet east of the project site.

Section 8.40.090 of the City’s Municipal Code exempts construction noise from the City noise standards provided that construction activities are limited to between the hours of 7:00 a.m. and 7:00 p.m. on weekdays and Saturdays and between 9:00 a.m. and 6:00 p.m. on Sundays and holidays.  General Plan Policy PS‐6.7 requires construction activities to reduce noise impacts on adjacent uses to the noise standards shown in Tables PS‐3 (see Table B, above) and PS‐4 (see Table C, above) that limit noise at the exterior of the nearby homes to 65 dBA Leq and interior to 45 dBA Leq between the hours of 7:00 a.m. and 10:00 p.m..  Since homes typically provide a minimum of 25 dBA exterior to interior noise reduction, it is not possible to have an interior noise exceedance without also having an exterior noise exceedance, so this analysis is limited to analyzing the exterior noise levels of the nearby homes from construction activities.

It should be noted the General Plan Policy PS‐6.7 explains that if the criteria cannot be met, than construction noise should be limited to the maximum extent feasible, so meeting the exterior noise

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standards described above of 65 dBA Leq, is an aspirational construction noise standard and not a regulatory standard as Section 8.40.090 of the Municipal Code exempts construction activities from the noise standards.

In order to determine if the proposed construction activities would exceed the City’s aspirational construction noise standard of 65 dBA Leq at the exterior of the nearby homes, construction noise levels to the nearby sensitive receptors have been calculated through use of the RCNM and the parameters and assumptions detailed in Section 6.1 of this report including Table E – Construction Equipment Noise Emissions and Usage Factors. The results are shown below in Table J and the RCNM printouts are provided in Appendix C.

Table J – Construction Noise Levels at the Nearby Sensitive Receptors Construction Phase
Construction Noise Level (dBA Leq) at:

Homes to North1 Homes to East2 Homes to West3
Site Preparation 59 60 59
Grading 61 61 60
Building Construction 60 60 59
Paving 54 55 54
Painting 46 47 46
City Construction Noise Standard4 65 65 65
Exceed Thresholds? No No No 1 The multi‐family homes to the north of the project site are located as near as 650 feet from the center of project site. 5 dB of shielding was added to RCNM in order to account for the existing 6‐foot wall on the north side of Esplanade Avenue. 2 The single‐family homes to the east of the project site are located as near as 620 feet from the center of the project site. 5 dB of shielding was added to RCNM in order to account for the existing 6‐foot wall on the east side of Hewitt Street. 3 The ranch homes to the west of the project site are located as near as 680 feet from the center of the project site. 5 dB of shielding was added to RCNM in order to account for the two existing 6‐foot fences located between homes and project site. 4 The City construction noise standard is an aspirational construction noise standard from General Plan Policy PS‐6.7, since Section 8.40.090 of the City’s Municipal Code exempts construction noise during allowable hours of construction.

Source: RCNM, Federal Highway Administration, 2006

Table J shows that the greatest noise impacts would occur during the grading phase, with noise levels as high as 61 dBA Leq at the nearest homes to the north and east of the project site.   All calculated construction noise levels shown in Table J are within the City’s residential exterior noise standard of 65 dBA Leq, when construction noise is averaged over a typical workday.  Therefore, through adherence to the allowable construction times detailed in Section 8.40.090 of the Municipal Code, the construction activities for the proposed project would not create a substantial temporary increase in ambient noise levels that are in excess of applicable noise standards.  Impacts would be less than significant.

Operational‐Related Noise
The proposed project would consist of the development of a residential community with 249 single‐family homes.  Potential noise impacts associated with the operations of the proposed project would be from project‐generated vehicular traffic on the nearby roadways and from onsite noise sources to the nearby sensitive receptors.  The noise impacts to the nearby existing homes and proposed homes from roadway noise and from proposed onsite activity areas have been analyzed separately below.

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Roadway Vehicular Noise Impact to Nearby Existing Homes Vehicle noise is a combination of the noise produced by the engine, exhaust and tires.  The level of traffic noise depends on three primary factors (1) the volume of traffic, (2) the speed of traffic, and (3) the number of trucksin the flow of traffic.  The proposed project does not propose any usesthat would require a substantial number of truck trips and the proposed project would not alter the speed limit on any existing roadway so the proposed project’s potential offsite noise impacts have been focused on the noise impacts associated with the change of volume of traffic that would occur with development of the proposed project.

General Plan Policy PS‐6.3 provides the following mobile source noise criteria to determine if a project would create a significant roadway noise impact:
 Where existing traffic noise levels are within or below the “normally acceptable” noise criteria at the affected land use (see Table PS‐1 [Figure 4, above]), a readily perceptible 5 dBA or greater increase in roadway noise will be considered significant.  Table PS‐1 shows that the “normally acceptable” noise level for residential is 60 dBA CNEL or lower, so if the existing noise level is 60 dBA CNEL or lower, a significant impact would occur if the project would increase roadway noise by +5 dBA or more.
 Where existing traffic noise levelsfalls within the “conditionally acceptable” noise criteria at the sensitive land use, a +3 dBA CNEL or greater increase in roadway noise levels will be considered significant; Table PS‐1 showsthat the “conditionally acceptable” noise level for residential is 70 dBA CNEL or lower, so if the existing noise level is 70 dBA or lower, a significant impact would occur if the project would increase roadway noise by +3 dBA or more.
 Where existing traffic noise levels exceed the “conditionally acceptable” noise criteria at the sensitive land use, a +1.5 dBA CNEL or greater increase in roadway noise levels will be considered significant.  If the existing noise level is above 70 dBA CNEL, a significant impact would occur if the project would increase roadway noise by +1.5 dBA CNEL or more.

The potential offsite traffic noise impacts created by the on‐going operations of the proposed project have been analyzed through utilization of the FHWA model and parameters described above in Section 6.2 and the FHWA model offsite traffic noise calculation spreadsheets are provided in Appendix D. The proposed project’s potential offsite traffic noise impacts have been analyzed for the existing year and future year 2045 scenarios that are discussed separately below.

Existing Year Conditions
The proposed project’s potential offsite traffic noise impacts have been calculated through a comparison of the Existing scenario to the Existing With Project scenario.  The results of this comparison are shown in Table K.

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Table K – Existing Year Project Traffic Noise Contributions Roadway Segment
dBA CNEL at Nearest Receptor1
Increase
Threshold2 Existing
Existing Plus
Project
Project
Contribution
San Jacinto Avenue North of 7th Street 66.8 66.9 +0.1 +3 dBA San Jacinto Avenue North of Esplanade Avenue 68.2 68.3 +0.1 +3 dBA San Jacinto Avenue South of Esplanade Avenue 65.2 65.3 +0.1 +3 dBA San Jacinto Avenue South of Commonwealth Avenue 61.7 61.9 +0.2 +3 dBA San Jacinto Avenue South of Oakland Avenue 67.8 67.9 +0.1 +3 dBA Hewitt Street North of Esplanade Avenue 61.2 61.4 +0.2 +3 dBA Hewitt Street South of Esplanade Avenue 65.1 65.2 +0.1 +3 dBA Esplanade Avenue West of San Jacinto Avenue 68.3 68.4 +0.1 +3 dBA Esplanade Avenue West of Driveway 1 65.9 66.1 +0.2 +3 dBA Esplanade Avenue East of Driveway 1 65.9 66.0 +0.1 +3 dBA Commonwealth Avenue West of Driveway 2 65.3 65.7 +0.4 +3 dBA Notes:
1 Distance to nearest sensitive receptors shown in Table F, does not take into account existing noise barriers.   2 Road noise increase threshold from the General Plan Policy PS‐6.3.

Source: FHWA Traffic Noise Prediction Model FHWA‐RD‐77‐108.

Table K shows that the proposed project’s permanent noise increases to the nearby homes from the generation of additional vehiculartraffic would not exceed the roadway noise increase thresholds detailed in General Plan Policy PS‐6.3.  Therefore, the proposed project would notresult in a substantial permanent increase in ambient noise levels for the existing conditions. Impacts would be less than significant.

Future Year 2045 Conditions
The proposed project’s potential offsite traffic noise impacts have been calculated through a comparison of the future year 2045 without projectscenario to the future year 2045 with projectscenario.  The results of this comparison are shown in Table L.

Table L – Future Year 2045 Project Traffic Noise Contributions Roadway Segment
dBA CNEL at Nearest Receptor1
Increase
Threshold2
Year 2045
Without Project
Year 2045
Plus Project
Project
Contribution
San Jacinto Avenue North of 7th Street 71.0 71.0 +0.0 +1.5 dBA San Jacinto Avenue North of Esplanade Avenue 70.6 70.7 +0.1 +1.5 dBA San Jacinto Avenue South of Esplanade Avenue 66.8 66.9 +0.1 +3 dBA San Jacinto Avenue South of Commonwealth Ave 64.2 64.3 +0.1 +3 dBA San Jacinto Avenue South of Oakland Avenue 69.1 69.2 +0.1 +3 dBA Hewitt Street North of Esplanade Avenue 61.6 61.7 +0.1 +3 dBA Hewitt Street South of Esplanade Avenue 65.9 66.0 +0.1 +3 dBA Esplanade Avenue West of San Jacinto Avenue 68.9 69.0 +0.1 +3 dBA Esplanade Avenue West of Driveway 1 66.1 66.4 +0.3 +3 dBA Esplanade Avenue East of Driveway 1 66.1 66.3 +0.2 +3 dBA Commonwealth Ave West of Driveway 2 67.3 67.6 +0.3 +3 dBA Notes:

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1 Distance to nearest sensitive receptors shown in Table F, does not take into account existing noise barriers.   2 Road noise increase threshold obtained from the General Plan DEIR.

Source: FHWA Traffic Noise Prediction Model FHWA‐RD‐77‐108.

Table L shows that the proposed project’s permanent noise increases to the nearby homes from the generation of additional vehiculartraffic would not exceed the roadway noise increase thresholds detailed in General Plan Policy PS‐6.3.  Therefore, the proposed project would notresult in a substantial permanent increase in ambient noise levels for the future year 2045 conditions. Impacts would be less than significant.

Roadway Noise Impacts to Proposed Homes
The north side of the project site is located adjacent to Esplanade Avenue, the east side of the project site is located adjacent to Hewitt Street, and the south side of the project site is located adjacent to Commonwealth Avenue. General Plan Action PS‐6b requires new development projects to show compliance with the mobile noise standards established in Table PS‐2 (see Table A, above) of 65 dBA CNEL for the exterior and 45 dBA CNEL for the interior of the proposed single‐family homes.

The FHWA model has been utilized to calculate the anticipated roadway noise impacts to the proposed homes and the FHWA model inputs used in this analysis are discussed above in detail in Section 6.2 and the FHWA model printouts are provided in Appendix E. The traffic volumesfor each analyzed roadway are based on the worst‐case future year 2045 with project scenario.  The anticipated exterior noise levels have been calculated for representative backyards that are next to each of the three roadways that are adjacent to the project site and the results are shown below in Table M.   Table M also shows the anticipated interior noise levels at the proposed homes.  According to Highway Traffic Noise: Analysis and Abatement Guidance, prepared by U.S. Department of Transportation, December, 2011, a new residential building provides a minimum of 10 dB of noise attenuation with windows open and a minimum of 25 dB of noise attenuation with windows closed and dual‐paned windows.  The interior noise levels have been calculated based on the 25 dB noise attenuation rate, since the proposed residential structures will be required to be designed to meet the CCR Title 24, Part 6: California’s Energy Efficiency Standards that require the installation of dual paned windows and mechanical HVAC systems will be installed in the proposed homes.

Table M – Proposed Homes Exterior and Interior Noise Levels Lot
Number Roadway
Exterior Backyard Noise
Level1
(dBA CNEL)
Interior Noise Levels Exceed 60 dBA
Exterior or 45 dBA
Interior Threshold? Floor Noise Level
(dBA CNEL)2
166 Esplanade
Avenue 59
First 34 No/No
Second 40 No/No
115 Hewitt Street 58
First 33 No/No
Second 40 No/No
132 Commonwealth
Avenue 58
First 33 No/No
Second 39 No/No
Notes:
1 Includes the noise reduction provided by 6‐foot high cmu wall that is shown on the Wall Plan (see Figure 3, above). 2 Interior noise level based on a 25 dB exterior to interior noise reduction rate with implementation of Project Design Feature 1 that allows for a “windows closed” condition (U.S. Department of Transportation, 2011) Source: FHWA RD‐77‐108 Model.

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Table M shows that the noise levels at all analyzed homes backyards would be within the residential exterior noise standard of 65 dBA CNEL.  Table M also shows that the interior noise levels of all analyzed homes would be within the 45 dBA CNEL interior noise standard.  Impacts would be less than significant.

Proposed Onsite Activity Areas Noise Impacts
The proposed project includes two onsite parks (Lot A and Lot B) that would be located at the center of the project site that will contain a large lawn area, playground for children, barbeque facility with picnic tables, pickleball courts, and water features.  The parks will be connected to pedestrian trails with exercise equipment that would run in both a north‐south direction across the middle of the project site and eastward direction to Hewitt Street.  In addition, the northwest corner of the project site would be a dual use water quality basin and turf play lawn.

General Plan Policy PS‐6.3 provides the following stationary and non‐transportation noise source criteria to determine if a project would create a significant noise impact:
 A significant impact will occur if the project results in an exceedance of the noise level standards contained in this element, or the project will result in an increase in ambient noise levels by more than 3 dB, whichever is greater. Table PS‐3 shows that for single‐family residential properties, the allowed noise level from stationary noise sources is 65 dBA Leq between 7:00 a.m. and 10:00 p.m. and 45 dBA Leq between 10:00 p.m. and 7:00 a.m.

According to the project applicant, the proposed parks and pickleball courts will have operating hours of 7 a.m. to 10 p.m. and will be closed every night or at least be limited to non‐noise creating activities, such as walkers and joggers between 10 p.m. and 7 a.m. and as such, this analysis is limited to the daytime activities and noise standards. Project Design Feature 2 has been incorporated into this analysis in order to ensure that the parks and pickleball courts are closed between the hours of 10 p.m. and 7 a.m..

Since the proposed homes must be constructed to meet the required California Code of Regulations Title 24, Part 6 building energy‐efficiency standardsthat require the installation of dual‐paned windows as well as enhanced insulation requirements, which provides a minimum 25 dB of exterior to interior noise reduction, this analysis has utilized only the exterior noise standard, since it is not possible to exceed the interior noise standard, without also exceeding the exterior noise standard.

Section 8.40.140 of the Municipal Code requires that applications for mechanical permits for air conditioners are required to show that the proposed air conditioner unit to be installed has a sound rating that is below the City noise standards.  As such, no air conditioner noise impacts are anticipated to occur from operation of the proposed project.

In order to determine the noise impacts created from the proposed tot lot, grass playfields, shade structures, pickleball courts, and exercise trails, reference noise measurements were taken of each noise source and the noise measurement printouts are provided in Appendix F.  Table N provides a summary of the reference noise levels and the anticipated noise level from each source at the nearest existing or proposed home to each noise source.

The noise levels at the nearest home to each noise source was calculated based on standard geometric spreading of noise, which provides an attenuation rate of 6 dB per doubling the distance between source and receptor. The noise reduction calculations provided by the proposed minimum 6.0‐foot high sound

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walls located between the proposed homes backyards and proposed onsite activity areas that are shown in the proposed Fence and Wall Plan (see Figure 4) are shown in Appendix F.

Table N – Proposed Activity Areas Operational Noise Levels at the Nearest Homes Noise Source
Reference Noise Measurements Calculated Noise Levels City Standard
(dBA Leq)
Exceed
City
Standard?
Distance to
Source (feet)
Reference Noise
Level (dBA Leq)
Nearest
Home (feet)
Noise Level1
(dBA Leq)
Tot Lot 5 66.6 15 48 65 No
Grass Playfields   5 58.9 15 42 65 No
Shade Structures 10 45.7 5 52 65 No
Pickle Ball Courts 14 63.6 40 54 65 No
Exercise Trails 5 45.0 3 49 65 No
Notes:
1 The calculated noise levels account for the noise reduction provided by the proposed 6.0‐foot high walls between the proposed homes backyards and the onsite activity areas as detailed on the Proposed Wall and Fence Plan (see Figure 3).

Source: Reference noise measurement printouts and wall noise reduction calculations are provided in Appendix F.

Table N shows that that noise from all proposed activity area noise sources associated with the operation of the proposed project would be within the City’s daytime residential exterior noise standard of 65 dBA Leq at the nearest home to each noise source.  It should be noted that the nearby existing homes are all located further away to each source than the proposed homes, and as such the impacts to the nearby existing homes would be lower than what is shown in Table N.  Therefore, the proposed onsite activity areas operational noise levels would result in a less than significant impact.

Level of Significance
Less than significant impact.

7.3 Generation of Excessive Groundborne Vibration
The proposed project would not expose persons to or generation of excessive groundborne vibration or groundborne noise levels.  The following section analyzes the potential vibration impacts associated with the construction and operations of the proposed project.

Construction‐Related Vibration Impacts
The construction activitiesforthe proposed project are anticipated to include site preparation and grading of the project site, building construction of the 249 single‐family homes, paving of the onsite roads and parking areas, sidewalks and hardscapes, and application of architectural coatings.  Vibration impacts from construction activities associated with the proposed project would typically be created from the operation of heavy off‐road equipment. The nearest vibration‐related sensitive receptor is the Regal Theater structure that is located as near as 5 feet from the project site.

General Plan Action PS‐6h provides a vibration damage to nearby buildings threshold of 0.30 inch per second peak particle velocity (PPV) threshold.  The primary source of vibration during construction would be from the operation of a bulldozer.  From Table I above a large bulldozer would create a vibration level of 0.089 inch per second PPV at 25 feet. Based on typical propagation rates, the vibration level at the nearest offsite structure (5 feet away) would be 0.52 inch per second PPV.  The vibration level at the

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nearest structure would exceed the City’s vibration threshold of 0.30 inch per second PPV provided in General Plan Action PS‐6h.  This would be considered a significant impact.

Mitigation Measure 1 is provided that would require that the applicant to restrict the use of a large dozer or any other large earthmoving equipment within 10 feet of any offsite structure.  For all grading activities that occur within 15 feet of any offsite structure, the applicant shall require the use of a small dozer or other type of equipment that is less than 150 horsepower.  From Table I above a small bulldozer would create a vibration level of 0.003 inch‐per‐second PPV at 25 feet.  With application of Mitigation Measure 1, the vibration level at the nearest structure would be reduced to 0.24 inch per second PPV from large dozers and 0.02 inch per second PPV from small dozers, which would both be below the 0.3 inch per second PPV threshold detailed above.  Therefore, with implementation of Mitigation Measure 1, a less than significant vibration impact is anticipated from construction of the proposed project.

Operations‐Related Vibration Impacts
The proposed project would consist of the development of 249 single‐family homes.   The on‐going operation of the proposed project would not include the operation of any known vibration sources other than typical onsite vehicle operations for a residential development.  Therefore, a less than significant vibration impact is anticipated from operation of the proposed project.

Level of Significance Before Mitigation
Potentially significant impact.

Mitigation Measures
Mitigation Measure 1:

The project applicant shall require that all construction contractors restrict the operation of any large bulldozers that is powered by a greater than 150 horse power engine from operating within 10 feet of any off‐site structure.  The project applicant shall require the use of a small bulldozer (i.e., D1, D2, or D3 dozers) or other type of equipment that islessthan 150 horsepower to perform all demolition and grading activities that are located within 10 feet of any off‐site structure.

Level of Significance after Mitigation
Less than significant impact.

7.4 Aircraft Noise
The proposed project may expose people residing in the project area to excessive noise levels from aircraft. The nearest airport is the Hemet‐Ryan Airport that is located as near as 4.3 miles southwest of the project site.  The project site is located outside of the 60 dBA CNEL noise contours of this Airport.

Therefore, the proposed homes would not be exposed to excessive aircraft noise.  Impacts would be less than significant.

Level of Significance
Less than significant impact.

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8.0 REFERENCES
California Department of Transportation, 2016 Annual Average Daily Truck Traffic on the California State Highway System, 2018.

California Department of Transportation (Caltrans), Technical Noise Supplement to the Traffic Noise Analytics Protocol, September 2013.

California Department of Transportation, Transportation‐ and Construction Vibration Guidance Manual, April 2020.

City of San Jacinto, Envision San Jacinto General Plan 2040, Adopted November 15, 2022.

City of San Jacinto, San Jacinto Municipal Code, August 2, 2022.

EPD Solutions, Inc., The Esplanade Collection Traffic Impact Analysis, July 25, 2024 Federal Transit Administration, Transit Noise and Vibration Impact Assessment Manual, September 2018.

LSA, Air Quality and Greenhouse Gas Technical Memorandum for the Proposed Hewitt and Esplanade Residential Project, San Jacinto, California, August 2, 2024.

U.S. Department of Transportation, FHWA Roadway Construction Noise Model User’s Guide, January, 2006.

U.S. Department of Transportation, Highway Traffic Noise: Analysis and Abatement Guidance, December, 2011.

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Appendix  A

APPENDIXA
Field Noise Measurements Photo Index

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Packet Pg. 3708 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Noise Measurement Site 1 - looking north Noise Measurement Site 1 - looking northeast Noise Measurement Site 1 - looking east Noise Measurement Site 1 - looking southeast Noise Measurement Site 1 - looking south Noise Measurement Site 1 - looking southwest Noise Measurement Site 1 - looking west Noise Measurement Site 1 - looking northwest

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Packet Pg. 3709 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Noise Measurement Site 2 - looking north Noise Measurement Site 2 - looking northeast Noise Measurement Site 2 - looking east Noise Measurement Site 2 - looking east Noise Measurement Site 2 - looking southeast Noise Measurement Site 2 - looking south Noise Measurement Site 2 - looking southwest Noise Measurement Site 2 - looking northwest

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Packet Pg. 3710 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Noise Measurement Site 3 - looking north Noise Measurement Site 3 - looking northeast Noise Measurement Site 3 - looking east Noise Measurement Site 3 - looking southeast Noise Measurement Site 3 - looking south Noise Measurement Site 3 - looking southwest Noise Measurement Site 3 - looking west Noise Measurement Site 3 - looking northwest

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Appendix  B

APPENDIXB
Field Noise Measurements Printouts

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Packet Pg. 3712 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Leq Daytime = 68.1 Leq Daytime = 65.6 Leq Daytime = 69.7 Freq Weighting=A Leq Nighttime = 60.8 Freq Weighting=A Leq Nighttime = 59.5 Freq Weighting=A Leq Nighttime = 62.2 86402 CNEL(24hr)= 69.8 86402 CNEL(24hr)= 68.0 86402 CNEL(24hr)= 71.4 Leq = 66.5 Ldn(24hr)= 69.3 Leq = 64.2 Ldn(24hr)= 67.5 Leq = 68.1 Ldn(24hr)= 70.8 Min = 36.6 Min Leq hr at 2:48 AM 54.3 Min = 32.6 Min Leq hr at 1:37 AM 54.1 Min = 32.8 Min Leq hr at 1:37 AM 54.4 Max = 97.8 Max Leq hr at 3:43 PM 71.9 Max = 96.2 Max Leq hr at 12:49 PM 68.5 Max = 100.5 Max Leq hr at 4:42 PM 73.9 SPL Time Leq (1 hour Avg.) Ldn CNEL SPL Time Leq (1 hour Avg.) Ldn CNEL SPL Time Leq (1 hour Avg.) Ldn CNEL 66.7 13:14:55 66.7 66.7 67.4 13:19:46 67.4 67.4 58.4 13:27:23 58.4 58.4

67.5 13:14:56 67.5 67.5 68.9 13:19:47 68.9 68.9 57.9 13:27:24 57.9 57.9

68.4 13:14:57 68.4 68.4 68.4 13:19:48 68.4 68.4 58.7 13:27:25 58.7 58.7

72.0 13:14:58 72.0 72.0 67.6 13:19:49 67.6 67.6 64.6 13:27:26 64.6 64.6

73.4 13:14:59 73.4 73.4 65.5 13:19:50 65.5 65.5 66.6 13:27:27 66.6 66.6

72.3 13:15:00 72.3 72.3 64.5 13:19:51 64.5 64.5 72.8 13:27:28 72.8 72.8

71.0 13:15:01 71.0 71.0 65.6 13:19:52 65.6 65.6 73.5 13:27:29 73.5 73.5

71.2 13:15:02 71.2 71.2 77.2 13:19:53 77.2 77.2 72.2 13:27:30 72.2 72.2

70.7 13:15:03 70.7 70.7 75.1 13:19:54 75.1 75.1 68.7 13:27:31 68.7 68.7

70.2 13:15:04 70.2 70.2 71.2 13:19:55 71.2 71.2 65.1 13:27:32 65.1 65.1

70.7 13:15:05 70.7 70.7 71.4 13:19:56 71.4 71.4 62.4 13:27:33 62.4 62.4

70.7 13:15:06 70.7 70.7 69.8 13:19:57 69.8 69.8 60.0 13:27:34 60.0 60.0

69.7 13:15:07 69.7 69.7 65.7 13:19:58 65.7 65.7 62.4 13:27:35 62.4 62.4

67.7 13:15:08 67.7 67.7 61.7 13:19:59 61.7 61.7 65.0 13:27:36 65.0 65.0

65.3 13:15:09 65.3 65.3 58.6 13:20:00 58.6 58.6 65.7 13:27:37 65.7 65.7

62.8 13:15:10 62.8 62.8 58.4 13:20:01 58.4 58.4 65.2 13:27:38 65.2 65.2

61.2 13:15:11 61.2 61.2 58.5 13:20:02 58.5 58.5 62.7 13:27:39 62.7 62.7

61.0 13:15:12 61.0 61.0 56.4 13:20:03 56.4 56.4 59.7 13:27:40 59.7 59.7

63.6 13:15:13 63.6 63.6 55.0 13:20:04 55.0 55.0 60.3 13:27:41 60.3 60.3

66.7 13:15:14 66.7 66.7 55.6 13:20:05 55.6 55.6 69.7 13:27:42 69.7 69.7

67.4 13:15:15 67.4 67.4 61.8 13:20:06 61.8 61.8 72.4 13:27:43 72.4 72.4

67.2 13:15:16 67.2 67.2 63.4 13:20:07 63.4 63.4 72.3 13:27:44 72.3 72.3

70.0 13:15:17 70.0 70.0 66.6 13:20:08 66.6 66.6 70.3 13:27:45 70.3 70.3

69.5 13:15:18 69.5 69.5 68.3 13:20:09 68.3 68.3 67.4 13:27:46 67.4 67.4

66.9 13:15:19 66.9 66.9 68.5 13:20:10 68.5 68.5 64.6 13:27:47 64.6 64.6

64.0 13:15:20 64.0 64.0 65.8 13:20:11 65.8 65.8 63.3 13:27:48 63.3 63.3

61.6 13:15:21 61.6 61.6 64.0 13:20:12 64.0 64.0 63.4 13:27:49 63.4 63.4

59.9 13:15:22 59.9 59.9 62.3 13:20:13 62.3 62.3 62.5 13:27:50 62.5 62.5

59.9 13:15:23 59.9 59.9 62.3 13:20:14 62.3 62.3 61.8 13:27:51 61.8 61.8

59.9 13:15:24 59.9 59.9 65.9 13:20:15 65.9 65.9 61.3 13:27:52 61.3 61.3

64.7 13:15:25 64.7 64.7 69.5 13:20:16 69.5 69.5 60.3 13:27:53 60.3 60.3

69.0 13:15:26 69.0 69.0 74.6 13:20:17 74.6 74.6 58.7 13:27:54 58.7 58.7

70.0 13:15:27 70.0 70.0 73.4 13:20:18 73.4 73.4 62.1 13:27:55 62.1 62.1

71.3 13:15:28 71.3 71.3 70.4 13:20:19 70.4 70.4 63.2 13:27:56 63.2 63.2

68.6 13:15:29 68.6 68.6 68.0 13:20:20 68.0 68.0 63.1 13:27:57 63.1 63.1

68.3 13:15:30 68.3 68.3 66.3 13:20:21 66.3 66.3 60.2 13:27:58 60.2 60.2

65.0 13:15:31 65.0 65.0 64.1 13:20:22 64.1 64.1 56.3 13:27:59 56.3 56.3

63.6 13:15:32 63.6 63.6 61.1 13:20:23 61.1 61.1 53.1 13:28:00 53.1 53.1

71.6 13:15:33 71.6 71.6 58.2 13:20:24 58.2 58.2 50.6 13:28:01 50.6 50.6

75.2 13:15:34 75.2 75.2 55.9 13:20:25 55.9 55.9 63.3 13:28:02 63.3 63.3

72.2 13:15:35 72.2 72.2 54.8 13:20:26 54.8 54.8 60.9 13:28:03 60.9 60.9

69.2 13:15:36 69.2 69.2 55.8 13:20:27 55.8 55.8 57.5 13:28:04 57.5 57.5

67.1 13:15:37 67.1 67.1 58.8 13:20:28 58.8 58.8 62.8 13:28:05 62.8 62.8

64.3 13:15:38 64.3 64.3 57.1 13:20:29 57.1 57.1 69.9 13:28:06 69.9 69.9

65.2 13:15:39 65.2 65.2 56.6 13:20:30 56.6 56.6 71.4 13:28:07 71.4 71.4

66.4 13:15:40 66.4 66.4 57.5 13:20:31 57.5 57.5 69.4 13:28:08 69.4 69.4

70.5 13:15:41 70.5 70.5 55.7 13:20:32 55.7 55.7 68.8 13:28:09 68.8 68.8

72.8 13:15:42 72.8 72.8 80.2 13:20:33 80.2 80.2 75.2 13:28:10 75.2 75.2

70.3 13:15:43 70.3 70.3 76.4 13:20:34 76.4 76.4 74.4 13:28:11 74.4 74.4

69.6 13:15:44 69.6 69.6 72.2 13:20:35 72.2 72.2 70.4 13:28:12 70.4 70.4

68.2 13:15:45 68.2 68.2 68.0 13:20:36 68.0 68.0 68.5 13:28:13 68.5 68.5

69.7 13:15:46 69.7 69.7 64.1 13:20:37 64.1 64.1 73.2 13:28:14 73.2 73.2

72.9 13:15:47 72.9 72.9 70.1 13:20:38 70.1 70.1 72.8 13:28:15 72.8 72.8

69.7 13:15:48 69.7 69.7 70.1 13:20:39 70.1 70.1 71.9 13:28:16 71.9 71.9

68.2 13:15:49 68.2 68.2 67.6 13:20:40 67.6 67.6 73.2 13:28:17 73.2 73.2

64.9 13:15:50 64.9 64.9 64.9 13:20:41 64.9 64.9 70.6 13:28:18 70.6 70.6

66.7 13:15:51 66.7 66.7 70.8 13:20:42 70.8 70.8 68.2 13:28:19 68.2 68.2

66.5 13:15:52 66.5 66.5 68.0 13:20:43 68.0 68.0 70.3 13:28:20 70.3 70.3

68.0 13:15:53 68.0 68.0 64.4 13:20:44 64.4 64.4 73.8 13:28:21 73.8 73.8

65.6 13:15:54 65.6 65.6 60.9 13:20:45 60.9 60.9 74.3 13:28:22 74.3 74.3

67.3 13:15:55 67.3 67.3 57.4 13:20:46 57.4 57.4 72.4 13:28:23 72.4 72.4

68.5 13:15:56 68.5 68.5 54.9 13:20:47 54.9 54.9 73.3 13:28:24 73.3 73.3

67.0 13:15:57 67.0 67.0 54.3 13:20:48 54.3 54.3 74.1 13:28:25 74.1 74.1

65.0 13:15:58 65.0 65.0 54.2 13:20:49 54.2 54.2 72.6 13:28:26 72.6 72.6

63.5 13:15:59 63.5 63.5 54.3 13:20:50 54.3 54.3 72.6 13:28:27 72.6 72.6

62.3 13:16:00 62.3 62.3 61.1 13:20:51 61.1 61.1 73.7 13:28:28 73.7 73.7

62.2 13:16:01 62.2 62.2 67.2 13:20:52 67.2 67.2 71.4 13:28:29 71.4 71.4

63.1 13:16:02 63.1 63.1 72.7 13:20:53 72.7 72.7 69.4 13:28:30 69.4 69.4

63.5 13:16:03 63.5 63.5 70.8 13:20:54 70.8 70.8 67.1 13:28:31 67.1 67.1

63.6 13:16:04 63.6 63.6 66.7 13:20:55 66.7 66.7 65.0 13:28:32 65.0 65.0

64.3 13:16:05 64.3 64.3 63.4 13:20:56 63.4 63.4 65.7 13:28:33 65.7 65.7

66.0 13:16:06 66.0 66.0 61.0 13:20:57 61.0 61.0 69.3 13:28:34 69.3 69.3

68.1 13:16:07 68.1 68.1 60.0 13:20:58 60.0 60.0 72.8 13:28:35 72.8 72.8

68.2 13:16:08 68.2 68.2 58.3 13:20:59 58.3 58.3 74.8 13:28:36 74.8 74.8

68.6 13:16:09 68.6 68.6 59.2 13:21:00 59.2 59.2 74.0 13:28:37 74.0 74.0

70.3 13:16:10 70.3 70.3 60.6 13:21:01 60.6 60.6 72.2 13:28:38 72.2 72.2

67.9 13:16:11 67.9 67.9 62.4 13:21:02 62.4 62.4 69.1 13:28:39 69.1 69.1

67.8 13:16:12 67.8 67.8 65.1 13:21:03 65.1 65.1 66.4 13:28:40 66.4 66.4

73.4 13:16:13 73.4 73.4 64.0 13:21:04 64.0 64.0 65.4 13:28:41 65.4 65.4

69.8 13:16:14 69.8 69.8 61.7 13:21:05 61.7 61.7 70.2 13:28:42 70.2 70.2

66.6 13:16:15 66.6 66.6 62.3 13:21:06 62.3 62.3 74.7 13:28:43 74.7 74.7

65.1 13:16:16 65.1 65.1 64.5 13:21:07 64.5 64.5 72.5 13:28:44 72.5 72.5

64.9 13:16:17 64.9 64.9 65.0 13:21:08 65.0 65.0 68.7 13:28:45 68.7 68.7

63.2 13:16:18 63.2 63.2 65.7 13:21:09 65.7 65.7 64.8 13:28:46 64.8 64.8

62.2 13:16:19 62.2 62.2 71.6 13:21:10 71.6 71.6 61.0 13:28:47 61.0 61.0

63.4 13:16:20 63.4 63.4 68.4 13:21:11 68.4 68.4 57.3 13:28:48 57.3 57.3

66.1 13:16:21 66.1 66.1 66.4 13:21:12 66.4 66.4 54.5 13:28:49 54.5 54.5

70.3 13:16:22 70.3 70.3 64.3 13:21:13 64.3 64.3 52.6 13:28:50 52.6 52.6

72.1 13:16:23 72.1 72.1 63.2 13:21:14 63.2 63.2 51.1 13:28:51 51.1 51.1

70.3 13:16:24 70.3 70.3 76.7 13:21:15 76.7 76.7 50.6 13:28:52 50.6 50.6

69.0 13:16:25 69.0 69.0 76.3 13:21:16 76.3 76.3 51.7 13:28:53 51.7 51.7

68.4 13:16:26 68.4 68.4 72.2 13:21:17 72.2 72.2 53.6 13:28:54 53.6 53.6

66.0 13:16:27 66.0 66.0 70.7 13:21:18 70.7 70.7 57.6 13:28:55 57.6 57.6

65.5 13:16:28 65.5 65.5 74.6 13:21:19 74.6 74.6 61.7 13:28:56 61.7 61.7

66.7 13:16:29 66.7 66.7 77.1 13:21:20 77.1 77.1 65.9 13:28:57 65.9 65.9

66.8 13:16:30 66.8 66.8 73.4 13:21:21 73.4 73.4 67.3 13:28:58 67.3 67.3

69.9 13:16:31 69.9 69.9 72.7 13:21:22 72.7 72.7 65.7 13:28:59 65.7 65.7

70.8 13:16:32 70.8 70.8 70.3 13:21:23 70.3 70.3 62.6 13:29:00 62.6 62.6

70.0 13:16:33 70.0 70.0 69.8 13:21:24 69.8 69.8 59.0 13:29:01 59.0 59.0

69.5 13:16:34 69.5 69.5 70.6 13:21:25 70.6 70.6 56.3 13:29:02 56.3 56.3

66.5 13:16:35 66.5 66.5 69.5 13:21:26 69.5 69.5 54.8 13:29:03 54.8 54.8

63.1 13:16:36 63.1 63.1 71.6 13:21:27 71.6 71.6 53.2 13:29:04 53.2 53.2

60.8 13:16:37 60.8 60.8 69.7 13:21:28 69.7 69.7 52.2 13:29:05 52.2 52.2

61.8 13:16:38 61.8 61.8 67.7 13:21:29 67.7 67.7 51.8 13:29:06 51.8 51.8

63.9 13:16:39 63.9 63.9 66.9 13:21:30 66.9 66.9 54.3 13:29:07 54.3 54.3

66.8 13:16:40 66.8 66.8 66.2 13:21:31 66.2 66.2 58.3 13:29:08 58.3 58.3

69.6 13:16:41 69.6 69.6 65.6 13:21:32 65.6 65.6 61.6 13:29:09 61.6 61.6

71.5 13:16:42 71.5 71.5 65.5 13:21:33 65.5 65.5 66.3 13:29:10 66.3 66.3

72.1 13:16:43 72.1 72.1 67.6 13:21:34 67.6 67.6 68.2 13:29:11 68.2 68.2

71.0 13:16:44 71.0 71.0 68.3 13:21:35 68.3 68.3 67.0 13:29:12 67.0 67.0

69.2 13:16:45 69.2 69.2 67.4 13:21:36 67.4 67.4 64.1 13:29:13 64.1 64.1

68.3 13:16:46 68.3 68.3 67.7 13:21:37 67.7 67.7 60.9 13:29:14 60.9 60.9

69.3 13:16:47 69.3 69.3 64.9 13:21:38 64.9 64.9 59.1 13:29:15 59.1 59.1

69.9 13:16:48 69.9 69.9 65.3 13:21:39 65.3 65.3 57.4 13:29:16 57.4 57.4

68.8 13:16:49 68.8 68.8 70.9 13:21:40 70.9 70.9 56.3 13:29:17 56.3 56.3

66.9 13:16:50 66.9 66.9 69.6 13:21:41 69.6 69.6 56.0 13:29:18 56.0 56.0

65.4 13:16:51 65.4 65.4 70.2 13:21:42 70.2 70.2 58.6 13:29:19 58.6 58.6

63.8 13:16:52 63.8 63.8 66.9 13:21:43 66.9 66.9 61.9 13:29:20 61.9 61.9

61.7 13:16:53 61.7 61.7 63.8 13:21:44 63.8 63.8 66.0 13:29:21 66.0 66.0

60.1 13:16:54 60.1 60.1 60.8 13:21:45 60.8 60.8 71.7 13:29:22 71.7 71.7

59.3 13:16:55 59.3 59.3 61.5 13:21:46 61.5 61.5 75.9 13:29:23 75.9 75.9

59.9 13:16:56 59.9 59.9 62.6 13:21:47 62.6 62.6 75.0 13:29:24 75.0 75.0

60.3 13:16:57 60.3 60.3 62.4 13:21:48 62.4 62.4 71.9 13:29:25 71.9 71.9

59.7 13:16:58 59.7 59.7 68.4 13:21:49 68.4 68.4 69.0 13:29:26 69.0 69.0

59.1 13:16:59 59.1 59.1 70.4 13:21:50 70.4 70.4 66.5 13:29:27 66.5 66.5

59.9 13:17:00 59.9 59.9 66.4 13:21:51 66.4 66.4 64.0 13:29:28 64.0 64.0

62.9 13:17:01 62.9 62.9 63.0 13:21:52 63.0 63.0 64.0 13:29:29 64.0 64.0

67.5 13:17:02 67.5 67.5 59.6 13:21:53 59.6 59.6 67.9 13:29:30 67.9 67.9

66.4 13:17:03 66.4 66.4 68.3 13:21:54 68.3 68.3 73.2 13:29:31 73.2 73.2

62.9 13:17:04 62.9 62.9 70.0 13:21:55 70.0 70.0 73.2 13:29:32 73.2 73.2

60.1 13:17:05 60.1 60.1 67.6 13:21:56 67.6 67.6 71.0 13:29:33 71.0 71.0

60.7 13:17:06 60.7 60.7 64.2 13:21:57 64.2 64.2 70.7 13:29:34 70.7 70.7

63.4 13:17:07 63.4 63.4 63.5 13:21:58 63.5 63.5 73.7 13:29:35 73.7 73.7

65.4 13:17:08 65.4 65.4 64.7 13:21:59 64.7 64.7 73.6 13:29:36 73.6 73.6

66.5 13:17:09 66.5 66.5 64.4 13:22:00 64.4 64.4 71.9 13:29:37 71.9 71.9

68.2 13:17:10 68.2 68.2 65.0 13:22:01 65.0 65.0 72.6 13:29:38 72.6 72.6

68.2 13:17:11 68.2 68.2 63.1 13:22:02 63.1 63.1 72.4 13:29:39 72.4 72.4

66.9 13:17:12 66.9 66.9 61.0 13:22:03 61.0 61.0 70.1 13:29:40 70.1 70.1

64.8 13:17:13 64.8 64.8 63.5 13:22:04 63.5 63.5 66.7 13:29:41 66.7 66.7

62.5 13:17:14 62.5 62.5 67.7 13:22:05 67.7 67.7 63.8 13:29:42 63.8 63.8

61.4 13:17:15 61.4 61.4 68.1 13:22:06 68.1 68.1 62.3 13:29:43 62.3 62.3

62.5 13:17:16 62.5 62.5 69.9 13:22:07 69.9 69.9 64.1 13:29:44 64.1 64.1

63.2 13:17:17 63.2 63.2 66.3 13:22:08 66.3 66.3 69.0 13:29:45 69.0 69.0

61.9 13:17:18 61.9 61.9 70.0 13:22:09 70.0 70.0 70.8 13:29:46 70.8 70.8

59.8 13:17:19 59.8 59.8 73.6 13:22:10 73.6 73.6 69.4 13:29:47 69.4 69.4

57.8 13:17:20 57.8 57.8 70.7 13:22:11 70.7 70.7 67.1 13:29:48 67.1 67.1

56.2 13:17:21 56.2 56.2 68.9 13:22:12 68.9 68.9 68.9 13:29:49 68.9 68.9

55.7 13:17:22 55.7 55.7 69.8 13:22:13 69.8 69.8 70.7 13:29:50 70.7 70.7

56.6 13:17:23 56.6 56.6 66.7 13:22:14 66.7 66.7 69.5 13:29:51 69.5 69.5

57.7 13:17:24 57.7 57.7 64.7 13:22:15 64.7 64.7 69.2 13:29:52 69.2 69.2

58.7 13:17:25 58.7 58.7 64.7 13:22:16 64.7 64.7 70.4 13:29:53 70.4 70.4

60.5 13:17:26 60.5 60.5 66.5 13:22:17 66.5 66.5 76.7 13:29:54 76.7 76.7

61.1 13:17:27 61.1 61.1 65.9 13:22:18 65.9 65.9 78.5 13:29:55 78.5 78.5

61.7 13:17:28 61.7 61.7 63.8 13:22:19 63.8 63.8 75.6 13:29:56 75.6 75.6

62.9 13:17:29 62.9 62.9 66.0 13:22:20 66.0 66.0 72.0 13:29:57 72.0 72.0

64.1 13:17:30 64.1 64.1 67.8 13:22:21 67.8 67.8 68.6 13:29:58 68.6 68.6

67.2 13:17:31 67.2 67.2 66.1 13:22:22 66.1 66.1 67.6 13:29:59 67.6 67.6

69.4 13:17:32 69.4 69.4 62.9 13:22:23 62.9 62.9 67.4 13:30:00 67.4 67.4

70.5 13:17:33 70.5 70.5 59.9 13:22:24 59.9 59.9 65.7 13:30:01 65.7 65.7

70.5 13:17:34 70.5 70.5 57.2 13:22:25 57.2 57.2 62.9 13:30:02 62.9 62.9

69.0 13:17:35 69.0 69.0 55.5 13:22:26 55.5 55.5 60.8 13:30:03 60.8 60.8

67.9 13:17:36 67.9 67.9 54.8 13:22:27 54.8 54.8 61.1 13:30:04 61.1 61.1

67.5 13:17:37 67.5 67.5 54.9 13:22:28 54.9 54.9 66.3 13:30:05 66.3 66.3

68.7 13:17:38 68.7 68.7 56.6 13:22:29 56.6 56.6 68.0 13:30:06 68.0 68.0 1:14:55 PM 1:19:46 PM
Site 2 - On East Side of Project Site
Site 2 - On East Side of Project Site
Site 1 - Near Northwest Corner of Project Site
Site 1 - Near Northwest Corner of Project Site
Site 3 - Near Southwest Corner of Project Site
Site 3 - Near Southwest Corner of Project Site
January 30, 2024 January 30, 2024 January 30, 2024
Record Num = Record Num = Record Num =
Sampling Time = 1 sec Sampling Time = 1 sec Sampling Time = 1 sec 1:27:23 PM 4.4.y
Packet Pg. 3713 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

The Esplanade Collection Residential Project, Noise Impact Analysis City of San Jacinto
Appendix  C

APPENDIX C
RCNM Model Construction Noise Calculation Printouts

4.4.y
Packet Pg. 3714 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Roadway Construction Noise Model (RCNM),Version 1.1
Report date: 8/14/2024
Case Description: The Esplanade Collection - Site Preparation ---- Receptor #1 ----
Baselines (dBA)
Description Land Use Daytime Evening Night
MFHs to North Residential 68.1 68.1 60.8
Equipment
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Dozer No 40 81.7 650 5
Dozer No 40 81.7 650 5
Dozer No 40 81.7 650 5
Backhoe No 40 77.6 650 5
Front End Loader No 40 79.1 650 5
Tractor No 40 84 650 5
Tractor No 40 84 650 5
Results
Calculated (dBA) Noise Limits (dBA)
Day Evening
Equipment *Lmax Leq Lmax Leq Lmax Leq
Dozer 54.4 50.4 N/A N/A N/A N/A
Dozer 54.4 50.4 N/A N/A N/A N/A
Dozer 54.4 50.4 N/A N/A N/A N/A
Backhoe 50.3 46.3 N/A N/A N/A N/A
Front End Loader 51.8 47.9 N/A N/A N/A N/A
Tractor 56.7 52.7 N/A N/A N/A N/A
Tractor 56.7 52.7 N/A N/A N/A N/A
Total 57 59 N/A N/A N/A N/A
*Calculated Lmax is the Loudest value.

4.4.y
Packet Pg. 3715 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Roadway Construction Noise Model (RCNM),Version 1.1
Report date: 8/14/2024
Case Description: The Esplanade Collection - Site Preparation ---- Receptor #2 ----
Baselines (dBA)
Description Land Use Daytime Evening Night
SFHs to East Residential 65.6 65.6 59.5
Equipment
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Dozer No 40 81.7 620 5
Dozer No 40 81.7 620 5
Dozer No 40 81.7 620 5
Backhoe No 40 77.6 620 5
Front End Loader No 40 79.1 620 5
Tractor No 40 84 620 5
Tractor No 40 84 620 5
Results
Calculated (dBA) Noise Limits (dBA)
Day Evening
Equipment *Lmax Leq Lmax Leq Lmax Leq
Dozer 54.8 50.8 N/A N/A N/A N/A
Dozer 54.8 50.8 N/A N/A N/A N/A
Dozer 54.8 50.8 N/A N/A N/A N/A
Backhoe 50.7 46.7 N/A N/A N/A N/A
Front End Loader 52.2 48.3 N/A N/A N/A N/A
Tractor 57.1 53.2 N/A N/A N/A N/A
Tractor 57.1 53.2 N/A N/A N/A N/A
Total 57 60 N/A N/A N/A N/A
*Calculated Lmax is the Loudest value.

4.4.y
Packet Pg. 3716 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Roadway Construction Noise Model (RCNM),Version 1.1
Report date: 8/14/2024
Case Description: The Esplanade Collection - Site Preparation ---- Receptor #3 ----
Baselines (dBA)
Description Land Use Daytime Evening Night
Ranch Homes to West Residential 69.7 69.7 62.2
Equipment
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Dozer No 40 81.7 680.0 5.0
Dozer No 40 81.7 680.0 5.0
Dozer No 40 81.7 680.0 5.0
Backhoe No 40 77.6 680.0 5.0
Front End Loader No 40 79.1 680.0 5.0
Tractor No 40 84 680.0 5.0
Tractor No 40 84 680.0 5.0
Results
Calculated (dBA) Noise Limits (dBA)
Day Evening
Equipment *Lmax Leq Lmax Leq Lmax Leq
Dozer 54.0 50.0 N/A N/A N/A N/A
Dozer 54.0 50.0 N/A N/A N/A N/A
Dozer 54.0 50.0 N/A N/A N/A N/A
Backhoe 49.9 45.9 N/A N/A N/A N/A
Front End Loader 51.4 47.5 N/A N/A N/A N/A
Tractor 56.3 52.3 N/A N/A N/A N/A
Tractor 56.3 52.3 N/A N/A N/A N/A
Total 56 59 N/A N/A N/A N/A
*Calculated Lmax is the Loudest value.

4.4.y
Packet Pg. 3717 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Roadway Construction Noise Model (RCNM),Version 1.1
Report date: 8/14/2024
Case Description: The Esplanade Collection - Grading
---- Receptor #1 ----
Baselines (dBA)
Description Land Use Daytime Evening Night
MFHs to North Residential 68.1 68.1 60.8
Equipment
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Excavator No 40 80.7 650 5
Excavator No 40 80.7 650 5
Grader No 40 85 650 5
Dozer No 40 81.7 650 5
Scraper No 40 83.6 650 5
Scraper No 40 83.6 650 5
Front End Loader No 40 79.1 650 5
Tractor No 40 84 650 5
Results
Calculated (dBA) Noise Limits (dBA)
Day Evening
Equipment *Lmax Leq Lmax Leq Lmax Leq
Excavator 53.4 49.5 N/A N/A N/A N/A
Excavator 53.4 49.5 N/A N/A N/A N/A
Grader 57.7 53.7 N/A N/A N/A N/A
Dozer 54.4 50.4 N/A N/A N/A N/A
Scraper 56.3 52.3 N/A N/A N/A N/A
Scraper 56.3 52.3 N/A N/A N/A N/A
Front End Loader 51.8 47.9 N/A N/A N/A N/A
Tractor 56.7 52.7 N/A N/A N/A N/A
Total 58 61 N/A N/A N/A N/A
*Calculated Lmax is the Loudest value.

4.4.y
Packet Pg. 3718 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Roadway Construction Noise Model (RCNM),Version 1.1
Report date: 8/14/2024
Case Description: The Esplanade Collection - Grading
---- Receptor #2 ----
Baselines (dBA)
Description Land Use Daytime Evening Night
SFHs to East Residential 65.6 65.6 59.5
Equipment
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Excavator No 40 80.7 620 5
Excavator No 40 80.7 620 5
Grader No 40 85 620 5
Dozer No 40 81.7 620 5
Scraper No 40 83.6 620 5
Scraper No 40 83.6 620 5
Front End Loader No 40 79.1 620 5
Tractor No 40 84 620 5
Results
Calculated (dBA) Noise Limits (dBA)
Day Evening
Equipment *Lmax Leq Lmax Leq Lmax Leq
Excavator 53.8 49.9 N/A N/A N/A N/A
Excavator 53.8 49.9 N/A N/A N/A N/A
Grader 58.1 54.2 N/A N/A N/A N/A
Dozer 54.8 50.8 N/A N/A N/A N/A
Scraper 56.7 52.7 N/A N/A N/A N/A
Scraper 56.7 52.7 N/A N/A N/A N/A
Front End Loader 52.2 48.3 N/A N/A N/A N/A
Tractor 57.1 53.2 N/A N/A N/A N/A
Total 58 61 N/A N/A N/A N/A
*Calculated Lmax is the Loudest value.

4.4.y
Packet Pg. 3719 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Roadway Construction Noise Model (RCNM),Version 1.1
Report date: 8/14/2024
Case Description: The Esplanade Collection - Grading
---- Receptor #3 ----
Baselines (dBA)
Description Land Use Daytime Evening Night
Ranch Homes to West Residential 69.7 69.7 62.2
Equipment
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Excavator No 40 80.7 680 5
Excavator No 40 80.7 680 5
Grader No 40 85 680 5
Dozer No 40 81.7 680 5
Scraper No 40 83.6 680 5
Scraper No 40 83.6 680 5
Front End Loader No 40 79.1 680 5
Tractor No 40 84 680 5
Results
Calculated (dBA) Noise Limits (dBA)
Day Evening
Equipment *Lmax Leq Lmax Leq Lmax Leq
Excavator 53.0 49.1 N/A N/A N/A N/A
Excavator 53.0 49.1 N/A N/A N/A N/A
Grader 57.3 53.3 N/A N/A N/A N/A
Dozer 54.0 50.0 N/A N/A N/A N/A
Scraper 55.9 51.9 N/A N/A N/A N/A
Scraper 55.9 51.9 N/A N/A N/A N/A
Front End Loader 51.4 47.5 N/A N/A N/A N/A
Tractor 56.3 52.3 N/A N/A N/A N/A
Total 57 60 N/A N/A N/A N/A
*Calculated Lmax is the Loudest value.

4.4.y
Packet Pg. 3720 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Roadway Construction Noise Model (RCNM),Version 1.1
Report date: 8/14/2024
Case Description: The Esplanade Collection - Building Construction ---- Receptor #1 ----
Baselines (dBA)
Description Land Use Daytime Evening Night
MFHs to North Residential 68.1 68.1 60.8
Equipment
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Crane No 16 80.6 650 5
Gradall No 40 83.4 650 5
Gradall No 40 83.4 650 5
Gradall No 40 83.4 650 5
Generator No 50 80.6 650 5
Backhoe No 40 77.6 650 5
Front End Loader No 40 79.1 650 5
Tractor No 40 84 650 5
Welder / Torch No 40 74 650 5
Results
Calculated (dBA) Noise Limits (dBA)
Day Evening
Equipment *Lmax Leq Lmax Leq Lmax Leq
Crane 53.3 45.3 N/A N/A N/A N/A
Gradall 56.1 52.1 N/A N/A N/A N/A
Gradall 56.1 52.1 N/A N/A N/A N/A
Gradall 56.1 52.1 N/A N/A N/A N/A
Generator 53.4 50.3 N/A N/A N/A N/A
Backhoe 50.3 46.3 N/A N/A N/A N/A
Front End Loader 51.8 47.9 N/A N/A N/A N/A
Tractor 56.7 52.7 N/A N/A N/A N/A
Welder / Torch 46.7 42.7 N/A N/A N/A N/A
Total 57 60 N/A N/A N/A N/A
*Calculated Lmax is the Loudest value.

4.4.y
Packet Pg. 3721 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Roadway Construction Noise Model (RCNM),Version 1.1
Report date: 8/14/2024
Case Description: The Esplanade Collection - Building Construction ---- Receptor #2 ----
Baselines (dBA)
Description Land Use Daytime Evening Night
SFHs to East Residential 65.6 65.6 59.5
Equipment
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Crane No 16 80.6 620 5
Gradall No 40 83.4 620 5
Gradall No 40 83.4 620 5
Gradall No 40 83.4 620 5
Generator No 50 80.6 620 5
Backhoe No 40 77.6 620 5
Front End Loader No 40 79.1 620 5
Tractor No 40 84 620 5
Welder / Torch No 40 74 620 5
Results
Calculated (dBA) Noise Limits (dBA)
Day Evening
Equipment *Lmax Leq Lmax Leq Lmax Leq
Crane 53.7 45.7 N/A N/A N/A N/A
Gradall 56.5 52.6 N/A N/A N/A N/A
Gradall 56.5 52.6 N/A N/A N/A N/A
Gradall 56.5 52.6 N/A N/A N/A N/A
Generator 53.8 50.8 N/A N/A N/A N/A
Backhoe 50.7 46.7 N/A N/A N/A N/A
Front End Loader 52.2 48.3 N/A N/A N/A N/A
Tractor 57.1 53.2 N/A N/A N/A N/A
Welder / Torch 47.1 43.2 N/A N/A N/A N/A
Total 57 60 N/A N/A N/A N/A
*Calculated Lmax is the Loudest value.

4.4.y
Packet Pg. 3722 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Roadway Construction Noise Model (RCNM),Version 1.1
Report date: 8/14/2024
Case Description: The Esplanade Collection - Building Construction ---- Receptor #3 ----
Baselines (dBA)
Description Land Use Daytime Evening Night
Ranch Homes to West Residential 69.7 69.7 62.2
Equipment
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Crane No 16 80.6 680 5
Gradall No 40 83.4 680 5
Gradall No 40 83.4 680 5
Gradall No 40 83.4 680 5
Generator No 50 80.6 680 5
Backhoe No 40 77.6 680 5
Front End Loader No 40 79.1 680 5
Tractor No 40 84 680 5
Welder / Torch No 40 74 680 5
Results
Calculated (dBA) Noise Limits (dBA)
Day Evening
Equipment *Lmax Leq Lmax Leq Lmax Leq
Crane 52.9 44.9 N/A N/A N/A N/A
Gradall 55.7 51.7 N/A N/A N/A N/A
Gradall 55.7 51.7 N/A N/A N/A N/A
Gradall 55.7 51.7 N/A N/A N/A N/A
Generator 53.0 49.9 N/A N/A N/A N/A
Backhoe 49.9 45.9 N/A N/A N/A N/A
Front End Loader 51.4 47.5 N/A N/A N/A N/A
Tractor 56.3 52.3 N/A N/A N/A N/A
Welder / Torch 46.3 42.3 N/A N/A N/A N/A
Total 56 59 N/A N/A N/A N/A
*Calculated Lmax is the Loudest value.

4.4.y
Packet Pg. 3723 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Roadway Construction Noise Model (RCNM),Version 1.1
Report date: 8/14/2024
Case Description: The Esplanade Collection - Paving
---- Receptor #1 ----
Baselines (dBA)
Description Land Use Daytime Evening Night
MFHs to North Residential 68.1 68.1 60.8
Equipment
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Paver No 50 77.2 650 5
Paver No 50 77.2 650 5
Paver No 50 77.2 650 5
Paver No 50 77.2 650 5
Roller No 20 80 650 5
Roller No 20 80 650 5
Results
Calculated (dBA) Noise Limits (dBA)
Day Evening
Equipment *Lmax Leq Lmax Leq Lmax Leq
Paver 49.9 46.9 N/A N/A N/A N/A
Paver 49.9 46.9 N/A N/A N/A N/A
Paver 49.9 46.9 N/A N/A N/A N/A
Paver 49.9 46.9 N/A N/A N/A N/A
Roller 52.7 45.7 N/A N/A N/A N/A
Roller 52.7 45.7 N/A N/A N/A N/A
Total 53 54 N/A N/A N/A N/A
*Calculated Lmax is the Loudest value.

4.4.y
Packet Pg. 3724 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Roadway Construction Noise Model (RCNM),Version 1.1
Report date: 8/14/2024
Case Description: The Esplanade Collection - Paving
---- Receptor #2 ----
Baselines (dBA)
Description Land Use Daytime Evening Night
SFHs to East Residential 65.6 65.6 59.5
Equipment
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Paver No 50 77.2 620 5
Paver No 50 77.2 620 5
Paver No 50 77.2 620 5
Paver No 50 77.2 620 5
Roller No 20 80 620 5
Roller No 20 80 620 5
Results
Calculated (dBA) Noise Limits (dBA)
Day Evening
Equipment *Lmax Leq Lmax Leq Lmax Leq
Paver 50.4 47.3 N/A N/A N/A N/A
Paver 50.4 47.3 N/A N/A N/A N/A
Paver 50.4 47.3 N/A N/A N/A N/A
Paver 50.4 47.3 N/A N/A N/A N/A
Roller 53.1 46.1 N/A N/A N/A N/A
Roller 53.1 46.1 N/A N/A N/A N/A
Total 53 55 N/A N/A N/A N/A
*Calculated Lmax is the Loudest value.

4.4.y
Packet Pg. 3725 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Roadway Construction Noise Model (RCNM),Version 1.1
Report date: 8/14/2024
Case Description: The Esplanade Collection - Paving
---- Receptor #3 ----
Baselines (dBA)
Description Land Use Daytime Evening Night
Ranch Homes to West Residential 69.7 69.7 62.2
Equipment
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Paver No 50 77.2 680 5
Paver No 50 77.2 680 5
Paver No 50 77.2 680 5
Paver No 50 77.2 680 5
Roller No 20 80 680 5
Roller No 20 80 680 5
Results
Calculated (dBA) Noise Limits (dBA)
Day Evening
Equipment *Lmax Leq Lmax Leq Lmax Leq
Paver 49.5 46.5 N/A N/A N/A N/A
Paver 49.5 46.5 N/A N/A N/A N/A
Paver 49.5 46.5 N/A N/A N/A N/A
Paver 49.5 46.5 N/A N/A N/A N/A
Roller 52.3 45.3 N/A N/A N/A N/A
Roller 52.3 45.3 N/A N/A N/A N/A
Total 52 54 N/A N/A N/A N/A
*Calculated Lmax is the Loudest value.

4.4.y
Packet Pg. 3726 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Roadway Construction Noise Model (RCNM),Version 1.1
Report date: 8/14/2024
Case Description: The Esplanade Collection - Painting
---- Receptor #1 ----
Baselines (dBA)
Description Land Use Daytime Evening Night
MFHs to North Residential 68.1 68.1 60.8
Equipment
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Compressor (air) No 40 77.7 650 5
Results
Calculated (dBA) Noise Limits (dBA)
Day Evening
Equipment *Lmax Leq Lmax Leq Lmax Leq
Compressor (air) 50.4 46.4 N/A N/A N/A N/A
Total 50 46 N/A N/A N/A N/A
*Calculated Lmax is the Loudest value.
---- Receptor #2 ----
Baselines (dBA)
Description Land Use Daytime Evening Night
SFHs to East Residential 65.6 65.6 59.5
Equipment
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Compressor (air) No 40 77.7 620 5
Results
Calculated (dBA) Noise Limits (dBA)
Day Evening
Equipment *Lmax Leq Lmax Leq Lmax Leq
Compressor (air) 50.8 46.8 N/A N/A N/A N/A
Total 51 47 N/A N/A N/A N/A
*Calculated Lmax is the Loudest value.

4.4.y
Packet Pg. 3727 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Roadway Construction Noise Model (RCNM),Version 1.1
Report date: 8/14/2024
Case Description: The Esplanade Collection - Painting
---- Receptor #3 ----
Baselines (dBA)
Description Land Use Daytime Evening Night
Ranch Homes to West Residential 69.7 69.7 62.2
Equipment
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Compressor (air) No 40 77.7 680 5
Results
Calculated (dBA) Noise Limits (dBA)
Day Evening
Equipment *Lmax Leq Lmax Leq Lmax Leq
Compressor (air) 50.0 46.0 N/A N/A N/A N/A
Total 50 46 N/A N/A N/A N/A
*Calculated Lmax is the Loudest value.

4.4.y
Packet Pg. 3728 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

The Esplanade Collection Residential Project, Noise Impact Analysis City of San Jacinto
Appendix  D

APPENDIX D
FHWA Model Offsite Traffic Noise Calculation Printouts

4.4.y
Packet Pg. 3729 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Scenario: EXISTING WITHOUT PROJECT CONDITIONS Project: The Esplanade Collection Site Conditions: Soft
Vehicle Type Day Evening Night Daily Day Evening Night Daily Day Evenin Night Daily Automobiles 73.60% 13.60% 10.22% 97.42% 69.50% 12.90% 9.60% 92.00% 62.64% 12.84% 15.02% 90.50%Medium Trucks 0.90% 0.90% 0.04% 1.84% 1.44% 0.06% 1.50% 3.00% 3.39% 0.67% 2.19% 6.25%Heavy Trucks 0.35% 0.04% 0.35% 0.74% 2.40% 0.10% 2.50% 5.00% 1.62% 0.17% 1.46% 3.25%Road Name: San Jacinto Avenue Segment: North of 7th Street Average Daily Traffic: 14500 Vehicles Vehicle Speed: 40 MPH Vehicle Mix: 3 Roadway Classification: Arterial Centerline Distance toNoise Contour (in feet)
Vehicle Type REMELTraffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 67.36 -0.15 0.03 -1.20 66.04 63.22 62.36 58.27 65.78 66.28 70 dBA: 31 33Medium Trucks 76.31 -11.75 0.03 -1.20 63.39 47.91 46.87 47.25 53.73 53.96 65 dBA: 67 72Heavy Trucks 81.16 -14.59 0.03 -1.20 65.39 46.69 42.90 47.50 53.74 53.84 60 dBA: 144 155 Total: 69.85 63.44 62.53 58.92 66.29 66.76 55 dBA: 311 334 Road Name: San Jacinto Avenue Segment: North of Esplanade Avenue Average Daily Traffic: 20260 Vehicles Vehicle Speed: 40 MPH Vehicle Mix: 3 Roadway Classification: Arterial Centerline Distance toNoise Contour (in feet)
Vehicle Type REMELTraffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 67.36 1.31 0.03 -1.20 67.50 64.67 63.81 59.72 67.23 67.73 70 dBA: 39 42Medium Trucks 76.31 -10.30 0.03 -1.20 64.84 49.36 48.32 48.70 55.18 55.42 65 dBA: 84 90Heavy Trucks 81.16 -13.14 0.03 -1.20 66.85 48.15 44.35 48.95 55.20 55.29 60 dBA: 180 194 Total: 71.31 64.89 63.98 60.38 67.74 68.21 55 dBA: 389 418 Road Name: San Jacinto Avenue Segment: South of Esplanade Avenue Average Daily Traffic: 23620 Vehicles Vehicle Speed: 40 MPH Vehicle Mix: 3 Roadway Classification: Arterial Centerline Distance toNoise Contour (in feet)
Vehicle Type REMELTraffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 67.36 1.97 -3.67 -1.20 64.46 61.64 60.78 56.69 64.19 64.70 70 dBA: 40 43Medium Trucks 76.31 -9.63 -3.67 -1.20 61.81 46.32 45.29 45.67 52.15 52.38 65 dBA: 86 92Heavy Trucks 81.16 -12.48 -3.67 -1.20 63.81 45.11 41.32 45.92 52.16 52.26 60 dBA: 185 199 Total: 68.27 61.86 60.94 57.34 64.71 65.17 55 dBA: 399 429 NOISE PARAMETERS AT 90 FEET FROM CENTERLINE (Equiv. Lane Dist: 86.46 ft) Noise Adjustments Unmitigated Noise Levels
NOISE PARAMETERS AT 55 FEET FROM CENTERLINE (Equiv. Lane Dist: 48.99 ft) FHWA-RD-77-108 HIGHWAY TRAFFIC NOISE PREDICTION MODEL
NOISE PARAMETERS AT 55 FEET FROM CENTERLINE (Equiv. Lane Dist: 48.99 ft) Vehicle Mix 1 (Local) Vehicle Mix 2 (Arterial)
Noise Adjustments Unmitigated Noise Levels
Vehicle Mix 3 (SR-79)
Noise Adjustments Unmitigated Noise Levels

4.4.y
Packet Pg. 3730 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Scenario: EXISTING WITHOUT PROJECT CONDITIONS Project: The Esplanade Collection Site Conditions: Soft
FHWA-RD-77-108 HIGHWAY TRAFFIC NOISE PREDICTION MODEL
Road Name: San Jacinto Avenue Segment: South of Commonwealth AvenueAverage Daily Traffic: 20060 Vehicles Vehicle Speed: 40 MPH Vehicle Mix: 3 Roadway Classification: Major Centerline Distance toNoise Contour (in feet)
Vehicle Type REMELTraffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 67.36 1.26 -6.47 -1.20 60.95 58.13 57.27 53.18 60.69 61.19 70 dBA: 35 38Medium Trucks 76.31 -10.34 -6.47 -1.20 58.30 42.82 41.78 42.16 48.64 48.87 65 dBA: 75 81Heavy Trucks 81.16 -13.19 -6.47 -1.20 60.31 41.60 37.81 42.41 48.65 48.75 60 dBA: 162 174 Total: 64.76 58.35 57.44 53.83 61.20 61.67 55 dBA: 350 376 Road Name: San Jacinto Avenue Segment: South of Oakland Avenue Average Daily Traffic: 15470 Vehicles Vehicle Speed: 40 MPH Vehicle Mix: 3 Roadway Classification: Limited Access Hwy Centerline Distance toNoise Contour (in feet)
Vehicle Type REMELTraffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 67.36 0.14 0.75 -1.20 67.04 64.22 63.36 59.27 66.78 67.28 70 dBA: 33 35Medium Trucks 76.31 -11.47 0.75 -1.20 64.39 48.91 47.87 48.25 54.73 54.96 65 dBA: 71 76Heavy Trucks 81.16 -14.31 0.75 -1.20 66.40 47.69 43.90 48.50 54.74 54.84 60 dBA: 153 164 Total: 70.85 64.44 63.53 59.92 67.29 67.76 55 dBA: 330 354 Road Name: Hewitt Street Segment: North of Esplanade Avenue Average Daily Traffic: 11230 Vehicles Vehicle Speed: 35 MPH Vehicle Mix: 2 Roadway Classification: Major Centerline Distance toNoise Contour (in feet)
Vehicle Type REMELTraffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 65.11 -0.60 -2.39 -1.20 60.91 58.54 57.25 51.19 59.62 60.26 70 dBA: 18 20Medium Trucks 74.83 -15.47 -2.39 -1.20 55.76 36.56 28.77 37.98 44.14 44.17 65 dBA: 39 42Heavy Trucks 80.05 -13.25 -2.39 -1.20 63.20 46.21 38.43 47.64 53.79 53.83 60 dBA: 84 91 Total: 65.68 58.81 57.31 52.92 60.73 61.23 55 dBA: 181 195 Road Name: Hewitt Street Segment: South of Esplanade Avenue Average Daily Traffic: 11340 Vehicles Vehicle Speed: 45 MPH Vehicle Mix: 2 Roadway Classification: Major Centerline Distance toNoise Contour (in feet)
Vehicle Type REMELTraffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 69.34 -1.65 -1.34 -1.20 65.16 62.78 61.49 55.44 63.87 64.50 70 dBA: 28 31Medium Trucks 77.62 -16.52 -1.34 -1.20 58.57 39.36 31.58 40.79 46.94 46.97 65 dBA: 61 66Heavy Trucks 82.14 -14.30 -1.34 -1.20 65.30 48.32 40.53 49.74 55.90 55.93 60 dBA: 131 143 Total: 68.69 62.96 61.53 56.59 64.59 65.13 55 dBA: 283 308 Unmitigated Noise Levels
NOISE PARAMETERS AT 50 FEET FROM CENTERLINE (Equiv. Lane Dist: 43.86 ft) Noise Adjustments
NOISE PARAMETERS AT 75 FEET FROM CENTERLINE (Equiv. Lane Dist: 71.06 ft) Unmitigated Noise Levels
NOISE PARAMETERS AT 135 FEET FROM CENTERLINE (Equiv. Lane Dist: 132.85 ft) Noise Adjustments Unmitigated Noise Levels
NOISE PARAMETERS AT 65 FEET FROM CENTERLINE (Equiv. Lane Dist: 60.41 ft) Noise Adjustments Noise Adjustments Unmitigated Noise Levels

4.4.y
Packet Pg. 3731 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Scenario: EXISTING WITHOUT PROJECT CONDITIONS Project: The Esplanade Collection Site Conditions: Soft
FHWA-RD-77-108 HIGHWAY TRAFFIC NOISE PREDICTION MODEL
Road Name: Esplanade Avenue Segment: West of San Jacinto AvenueAverage Daily Traffic: 19340 Vehicles Vehicle Speed: 40 MPH Vehicle Mix: 2 Roadway Classification: Arterial Centerline Distance toNoise Contour (in feet)
Vehicle Type REMELTraffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 67.36 1.18 0.83 -1.20 68.17 65.80 64.50 58.45 66.88 67.51 70 dBA: 35 38Medium Trucks 76.31 -13.69 0.83 -1.20 62.26 43.05 35.27 44.47 50.63 50.66 65 dBA: 76 83Heavy Trucks 81.16 -11.47 0.83 -1.20 69.32 52.33 44.55 53.76 59.91 59.95 60 dBA: 165 178 Total: 72.25 66.01 64.55 59.85 67.76 68.29 55 dBA: 355 385 Road Name: Esplanade Avenue Segment: West of Driveway 1 Average Daily Traffic: 15160 Vehicles Vehicle Speed: 45 MPH Vehicle Mix: 2 Roadway Classification: Arterial Centerline Distance toNoise Contour (in feet)
Vehicle Type REMELTraffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 69.34 -0.39 -1.85 -1.20 65.90 63.53 62.24 56.18 64.61 65.24 70 dBA: 34 37Medium Trucks 77.62 -15.26 -1.85 -1.20 59.31 40.10 32.32 41.53 47.68 47.72 65 dBA: 74 80Heavy Trucks 82.14 -13.04 -1.85 -1.20 66.05 49.06 41.28 50.49 56.64 56.68 60 dBA: 159 173 Total: 69.43 63.70 62.27 57.33 65.33 65.88 55 dBA: 342 372 Road Name: Esplanade Avenue Segment: East of Driveway 1 Average Daily Traffic: 15070 Vehicles Vehicle Speed: 45 MPH Vehicle Mix: 2 Roadway Classification: Arterial Centerline Distance toNoise Contour (in feet)
Vehicle Type REMELTraffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 69.34 -0.42 -1.85 -1.20 65.88 63.50 62.21 56.16 64.59 65.22 70 dBA: 34 37Medium Trucks 77.62 -15.29 -1.85 -1.20 59.29 40.08 32.30 41.50 47.66 47.69 65 dBA: 73 80Heavy Trucks 82.14 -13.07 -1.85 -1.20 66.02 49.03 41.25 50.46 56.62 56.65 60 dBA: 158 172 Total: 69.41 63.67 62.25 57.31 65.31 65.85 55 dBA: 340 370 Road Name: Commonwealth Avenue Segment: West of Driveway 2 Average Daily Traffic: 9820 Vehicles Vehicle Speed: 40 MPH Vehicle Mix: 2 Roadway Classification: Major Centerline Distance toNoise Contour (in feet)
Vehicle Type REMELTraffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 67.36 -1.77 0.75 -1.20 65.14 62.77 61.48 55.42 63.85 64.49 70 dBA: 22 24Medium Trucks 76.31 -16.63 0.75 -1.20 59.23 40.02 32.24 41.45 47.60 47.64 65 dBA: 48 52Heavy Trucks 81.16 -14.42 0.75 -1.20 66.29 49.30 41.52 50.73 56.89 56.92 60 dBA: 103 112 Total: 69.22 62.98 61.53 56.82 64.73 65.26 55 dBA: 223 242 NOISE PARAMETERS AT 70 FEET FROM CENTERLINE (Equiv. Lane Dist: 65.38 ft)NOISE PARAMETERS AT 70 FEET FROM CENTERLINE (Equiv. Lane Dist: 65.38 ft) Noise Adjustments Unmitigated Noise Levels
NOISE PARAMETERS AT 50 FEET FROM CENTERLINE (Equiv. Lane Dist: 43.3 ft) Noise Adjustments Unmitigated Noise Levels Noise Adjustments Unmitigated Noise Levels NOISE PARAMETERS AT 50 FEET FROM CENTERLINE (Equiv. Lane Dist: 43.86 ft) Noise Adjustments Unmitigated Noise Levels

4.4.y
Packet Pg. 3732 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Scenario: EXISTING WITH PROJECT CONDITIONS Project: The Esplanade Collection Site Conditions: Soft
Vehicle Type Day Evening Night Daily Day Evening Night Daily Day Evenin Night Daily Automobiles 73.60% 13.60% 10.22% 97.42% 69.50% 12.90% 9.60% 92.00% 62.64% 12.84% 15.02% 90.50%Medium Trucks 0.90% 0.90% 0.04% 1.84% 1.44% 0.06% 1.50% 3.00% 3.39% 0.67% 2.19% 6.25%Heavy Trucks 0.35% 0.04% 0.35% 0.74% 2.40% 0.10% 2.50% 5.00% 1.62% 0.17% 1.46% 3.25%Road Name: San Jacinto Avenue Segment: North of 7th Street Average Daily Traffic: 14830 Vehicles Vehicle Speed: 40 MPH Vehicle Mix: 3 Roadway Classification: Arterial Centerline Distance toNoise Contour (in feet)
Vehicle Type REMELTraffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 67.36 -0.05 0.03 -1.20 66.14 63.32 62.46 58.37 65.87 66.38 70 dBA: 32 34Medium Trucks 76.31 -11.66 0.03 -1.20 63.49 48.00 46.97 47.34 53.83 54.06 65 dBA: 68 73Heavy Trucks 81.16 -14.50 0.03 -1.20 65.49 46.79 43.00 47.60 53.84 53.94 60 dBA: 147 157 Total: 69.95 63.54 62.62 59.02 66.39 66.85 55 dBA: 316 339 Road Name: San Jacinto Avenue Segment: North of Esplanade Avenue Average Daily Traffic: 20710 Vehicles Vehicle Speed: 40 MPH Vehicle Mix: 3 Roadway Classification: Arterial Centerline Distance toNoise Contour (in feet)
Vehicle Type REMELTraffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 67.36 1.40 0.03 -1.20 67.59 64.77 63.91 59.82 67.32 67.83 70 dBA: 39 42Medium Trucks 76.31 -10.20 0.03 -1.20 64.94 49.45 48.42 48.80 55.28 55.51 65 dBA: 85 91Heavy Trucks 81.16 -13.05 0.03 -1.20 66.94 48.24 44.45 49.05 55.29 55.39 60 dBA: 183 197 Total: 71.40 64.99 64.07 60.47 67.84 68.30 55 dBA: 395 424 Road Name: San Jacinto Avenue Segment: South of Esplanade Avenue Average Daily Traffic: 24560 Vehicles Vehicle Speed: 40 MPH Vehicle Mix: 3 Roadway Classification: Arterial Centerline Distance toNoise Contour (in feet)
Vehicle Type REMELTraffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 67.36 2.14 -3.67 -1.20 64.63 61.81 60.95 56.86 64.36 64.87 70 dBA: 41 44Medium Trucks 76.31 -9.46 -3.67 -1.20 61.98 46.49 45.46 45.84 52.32 52.55 65 dBA: 88 95Heavy Trucks 81.16 -12.31 -3.67 -1.20 63.98 45.28 41.49 46.09 52.33 52.43 60 dBA: 190 204 Total: 68.44 62.03 61.11 57.51 64.88 65.34 55 dBA: 410 440 Noise Adjustments Unmitigated Noise Levels Noise Adjustments Unmitigated Noise Levels NOISE PARAMETERS AT 55 FEET FROM CENTERLINE (Equiv. Lane Dist: 48.99 ft)NOISE PARAMETERS AT 90 FEET FROM CENTERLINE (Equiv. Lane Dist: 86.46 ft) Noise Adjustments Unmitigated Noise Levels
FHWA-RD-77-108 HIGHWAY TRAFFIC NOISE PREDICTION MODEL
NOISE PARAMETERS AT 55 FEET FROM CENTERLINE (Equiv. Lane Dist: 48.99 ft) Vehicle Mix 1 (Local) Vehicle Mix 2 (Arterial) Vehicle Mix 3 (SR-79)

4.4.y
Packet Pg. 3733 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Scenario: EXISTING WITH PROJECT CONDITIONS Project: The Esplanade Collection Site Conditions: Soft
FHWA-RD-77-108 HIGHWAY TRAFFIC NOISE PREDICTION MODEL
Road Name: San Jacinto Avenue Segment: South of Commonwealth AvenueAverage Daily Traffic: 21050 Vehicles Vehicle Speed: 40 MPH Vehicle Mix: 3 Roadway Classification: Major Centerline Distance toNoise Contour (in feet)
Vehicle Type REMELTraffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 67.36 1.47 -6.47 -1.20 61.16 58.34 57.48 53.39 60.90 61.40 70 dBA: 36 39Medium Trucks 76.31 -10.13 -6.47 -1.20 58.51 43.03 41.99 42.37 48.85 49.08 65 dBA: 78 84Heavy Trucks 81.16 -12.98 -6.47 -1.20 60.51 41.81 38.02 42.62 48.86 48.96 60 dBA: 168 180 Total: 64.97 58.56 57.65 54.04 61.41 61.88 55 dBA: 361 388 Road Name: San Jacinto Avenue Segment: South of Oakland Avenue Average Daily Traffic: 16060 Vehicles Vehicle Speed: 40 MPH Vehicle Mix: 3 Roadway Classification: Limited Access Hwy Centerline Distance toNoise Contour (in feet)
Vehicle Type REMELTraffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 67.36 0.30 0.75 -1.20 67.21 64.38 63.52 59.43 66.94 67.44 70 dBA: 34 36Medium Trucks 76.31 -11.31 0.75 -1.20 64.55 49.07 48.04 48.41 54.89 55.13 65 dBA: 73 78Heavy Trucks 81.16 -14.15 0.75 -1.20 66.56 47.86 44.06 48.67 54.91 55.00 60 dBA: 157 169 Total: 71.02 64.60 63.69 60.09 67.45 67.92 55 dBA: 338 363 Road Name: Hewitt Street Segment: North of Esplanade Avenue Average Daily Traffic: 11540 Vehicles Vehicle Speed: 35 MPH Vehicle Mix: 2 Roadway Classification: Major Centerline Distance toNoise Contour (in feet)
Vehicle Type REMELTraffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 65.11 -0.49 -2.39 -1.20 61.03 58.66 57.37 51.31 59.74 60.37 70 dBA: 18 20Medium Trucks 74.83 -15.35 -2.39 -1.20 55.88 36.67 28.89 38.10 44.26 44.29 65 dBA: 40 43Heavy Trucks 80.05 -13.13 -2.39 -1.20 63.32 46.33 38.55 47.76 53.91 53.94 60 dBA: 85 92 Total: 65.80 58.93 57.43 53.04 60.85 61.35 55 dBA: 184 199 Road Name: Hewitt Street Segment: South of Esplanade Avenue Average Daily Traffic: 11570 Vehicles Vehicle Speed: 45 MPH Vehicle Mix: 2 Roadway Classification: Major Centerline Distance toNoise Contour (in feet)
Vehicle Type REMELTraffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 69.34 -1.57 -1.34 -1.20 65.24 62.87 61.58 55.52 63.96 64.59 70 dBA: 29 31Medium Trucks 77.62 -16.43 -1.34 -1.20 58.65 39.45 31.66 40.87 47.03 47.06 65 dBA: 62 67Heavy Trucks 82.14 -14.21 -1.34 -1.20 65.39 48.40 40.62 49.83 55.98 56.02 60 dBA: 133 145 Total: 68.77 63.04 61.62 56.68 64.67 65.22 55 dBA: 287 312 Noise Adjustments Noise Adjustments Unmitigated Noise Levels NOISE PARAMETERS AT 50 FEET FROM CENTERLINE (Equiv. Lane Dist: 43.86 ft)NOISE PARAMETERS AT 65 FEET FROM CENTERLINE (Equiv. Lane Dist: 60.41 ft) Noise Adjustments Unmitigated Noise Levels
NOISE PARAMETERS AT 75 FEET FROM CENTERLINE (Equiv. Lane Dist: 71.06 ft) Unmitigated Noise Levels
NOISE PARAMETERS AT 135 FEET FROM CENTERLINE (Equiv. Lane Dist: 132.85 ft) Noise Adjustments Unmitigated Noise Levels

4.4.y
Packet Pg. 3734 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Scenario: EXISTING WITH PROJECT CONDITIONS Project: The Esplanade Collection Site Conditions: Soft
FHWA-RD-77-108 HIGHWAY TRAFFIC NOISE PREDICTION MODEL
Road Name: Esplanade Avenue Segment: West of San Jacinto AvenueAverage Daily Traffic: 19810 Vehicles Vehicle Speed: 40 MPH Vehicle Mix: 2 Roadway Classification: Arterial Centerline Distance toNoise Contour (in feet)
Vehicle Type REMELTraffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 67.36 1.28 0.83 -1.20 68.27 65.90 64.61 58.55 66.99 67.62 70 dBA: 36 39Medium Trucks 76.31 -13.59 0.83 -1.20 62.36 43.15 35.37 44.58 50.73 50.77 65 dBA: 78 84Heavy Trucks 81.16 -11.37 0.83 -1.20 69.43 52.44 44.65 53.86 60.02 60.05 60 dBA: 167 181 Total: 72.36 66.12 64.66 59.95 67.87 68.39 55 dBA: 360 391 Road Name: Esplanade Avenue Segment: West of Driveway 1 Average Daily Traffic: 16080 Vehicles Vehicle Speed: 45 MPH Vehicle Mix: 2 Roadway Classification: Arterial Centerline Distance toNoise Contour (in feet)
Vehicle Type REMELTraffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 69.34 -0.14 -1.85 -1.20 66.16 63.79 62.49 56.44 64.87 65.50 70 dBA: 36 39Medium Trucks 77.62 -15.00 -1.85 -1.20 59.57 40.36 32.58 41.79 47.94 47.97 65 dBA: 77 83Heavy Trucks 82.14 -12.78 -1.85 -1.20 66.31 49.32 41.53 50.74 56.90 56.93 60 dBA: 165 179 Total: 69.69 63.96 62.53 57.59 65.59 66.13 55 dBA: 356 387 Road Name: Esplanade Avenue Segment: East of Driveway 1 Average Daily Traffic: 15610 Vehicles Vehicle Speed: 45 MPH Vehicle Mix: 2 Roadway Classification: Arterial Centerline Distance toNoise Contour (in feet)
Vehicle Type REMELTraffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 69.34 -0.27 -1.85 -1.20 66.03 63.66 62.36 56.31 64.74 65.37 70 dBA: 35 38Medium Trucks 77.62 -15.13 -1.85 -1.20 59.44 40.23 32.45 41.66 47.81 47.85 65 dBA: 75 82Heavy Trucks 82.14 -12.91 -1.85 -1.20 66.18 49.19 41.41 50.61 56.77 56.80 60 dBA: 162 176 Total: 69.56 63.83 62.40 57.46 65.46 66.00 55 dBA: 349 379 Road Name: Commonwealth Avenue Segment: West of Driveway 2 Average Daily Traffic: 10920 Vehicles Vehicle Speed: 40 MPH Vehicle Mix: 2 Roadway Classification: Major Centerline Distance toNoise Contour (in feet)
Vehicle Type REMELTraffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 67.36 -1.31 0.75 -1.20 65.60 63.23 61.94 55.88 64.32 64.95 70 dBA: 24 26Medium Trucks 76.31 -16.17 0.75 -1.20 59.69 40.48 32.70 41.91 48.06 48.10 65 dBA: 52 56Heavy Trucks 81.16 -13.95 0.75 -1.20 66.76 49.77 41.98 51.19 57.35 57.38 60 dBA: 111 120 Total: 69.69 63.44 61.99 57.28 65.20 65.72 55 dBA: 239 259 NOISE PARAMETERS AT 50 FEET FROM CENTERLINE (Equiv. Lane Dist: 43.3 ft) Noise Adjustments Unmitigated Noise Levels
NOISE PARAMETERS AT 70 FEET FROM CENTERLINE (Equiv. Lane Dist: 65.38 ft)NOISE PARAMETERS AT 70 FEET FROM CENTERLINE (Equiv. Lane Dist: 65.38 ft) Noise Adjustments Unmitigated Noise Levels
NOISE PARAMETERS AT 50 FEET FROM CENTERLINE (Equiv. Lane Dist: 43.86 ft) Noise Adjustments Unmitigated Noise Levels Noise Adjustments Unmitigated Noise Levels

4.4.y
Packet Pg. 3735 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Scenario: FUTURE YEAR 2045 WITHOUT PROJECT CONDITIONS Project: The Esplanade Collection Site Conditions: Soft
Vehicle Type Day Evening Night Daily Day Evening Night Daily Day Evenin Night Daily Automobiles 73.60% 13.60% 10.22% 97.42% 69.50% 12.90% 9.60% 92.00% 62.64% 12.84% 15.02% 90.50%Medium Trucks 0.90% 0.90% 0.04% 1.84% 1.44% 0.06% 1.50% 3.00% 3.39% 0.67% 2.19% 6.25%Heavy Trucks 0.35% 0.04% 0.35% 0.74% 2.40% 0.10% 2.50% 5.00% 1.62% 0.17% 1.46% 3.25%Road Name: San Jacinto Avenue Segment: North of 7th Street Average Daily Traffic: 38640 Vehicles Vehicle Speed: 40 MPH Vehicle Mix: 3 Roadway Classification: Arterial Centerline Distance toNoise Contour (in feet)
Vehicle Type REMELTraffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 67.36 4.11 0.03 -1.20 70.30 67.48 66.61 62.52 70.03 70.54 70 dBA: 60 64Medium Trucks 76.31 -7.50 0.03 -1.20 67.65 52.16 51.13 51.50 57.98 58.22 65 dBA: 129 138Heavy Trucks 81.16 -10.34 0.03 -1.20 69.65 50.95 47.16 51.76 58.00 58.09 60 dBA: 278 298 Total: 74.11 67.70 66.78 63.18 70.54 71.01 55 dBA: 598 642 Road Name: San Jacinto Avenue Segment: North of Esplanade Avenue Average Daily Traffic: 35200 Vehicles Vehicle Speed: 40 MPH Vehicle Mix: 3 Roadway Classification: Arterial Centerline Distance toNoise Contour (in feet)
Vehicle Type REMELTraffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 67.36 3.71 0.03 -1.20 69.90 67.07 66.21 62.12 69.63 70.13 70 dBA: 56 60Medium Trucks 76.31 -7.90 0.03 -1.20 67.24 51.76 50.72 51.10 57.58 57.81 65 dBA: 121 130Heavy Trucks 81.16 -10.74 0.03 -1.20 69.25 50.54 46.75 51.35 57.59 57.69 60 dBA: 261 280 Total: 73.70 67.29 66.38 62.77 70.14 70.61 55 dBA: 562 604 Road Name: San Jacinto Avenue Segment: South of Esplanade Avenue Average Daily Traffic: 34130 Vehicles Vehicle Speed: 40 MPH Vehicle Mix: 3 Roadway Classification: Arterial Centerline Distance toNoise Contour (in feet)
Vehicle Type REMELTraffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 67.36 3.57 -3.67 -1.20 66.06 63.24 62.37 58.28 65.79 66.30 70 dBA: 51 55Medium Trucks 76.31 -8.04 -3.67 -1.20 63.41 47.92 46.89 47.26 53.74 53.98 65 dBA: 110 118Heavy Trucks 81.16 -10.88 -3.67 -1.20 65.41 46.71 42.92 47.52 53.76 53.86 60 dBA: 237 255 Total: 69.87 63.46 62.54 58.94 66.30 66.77 55 dBA: 510 548 NOISE PARAMETERS AT 90 FEET FROM CENTERLINE (Equiv. Lane Dist: 86.46 ft) Noise Adjustments Unmitigated Noise Levels
NOISE PARAMETERS AT 55 FEET FROM CENTERLINE (Equiv. Lane Dist: 48.99 ft) FHWA-RD-77-108 HIGHWAY TRAFFIC NOISE PREDICTION MODEL
NOISE PARAMETERS AT 55 FEET FROM CENTERLINE (Equiv. Lane Dist: 48.99 ft) Vehicle Mix 1 (Local) Vehicle Mix 2 (Arterial)
Noise Adjustments Unmitigated Noise Levels
Vehicle Mix 3 (SR-79)
Noise Adjustments Unmitigated Noise Levels

4.4.y
Packet Pg. 3736 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Scenario: FUTURE YEAR 2045 WITHOUT PROJECT CONDITIONS Project: The Esplanade Collection Site Conditions: Soft
FHWA-RD-77-108 HIGHWAY TRAFFIC NOISE PREDICTION MODEL
Road Name: San Jacinto Avenue Segment: South of Commonwealth AvenueAverage Daily Traffic: 35900 Vehicles Vehicle Speed: 40 MPH Vehicle Mix: 3 Roadway Classification: Major Centerline Distance toNoise Contour (in feet)
Vehicle Type REMELTraffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 67.36 3.79 -6.47 -1.20 63.48 60.66 59.80 55.71 63.21 63.72 70 dBA: 52 55Medium Trucks 76.31 -7.82 -6.47 -1.20 60.83 45.34 44.31 44.69 51.17 51.40 65 dBA: 111 119Heavy Trucks 81.16 -10.66 -6.47 -1.20 62.83 44.13 40.34 44.94 51.18 51.28 60 dBA: 239 257 Total: 67.29 60.88 59.96 56.36 63.73 64.19 55 dBA: 515 554 Road Name: San Jacinto Avenue Segment: South of Oakland Avenue Average Daily Traffic: 20950 Vehicles Vehicle Speed: 40 MPH Vehicle Mix: 3 Roadway Classification: Limited Access Hwy Centerline Distance toNoise Contour (in feet)
Vehicle Type REMELTraffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 67.36 1.45 0.75 -1.20 68.36 65.54 64.68 60.59 68.09 68.60 70 dBA: 40 43Medium Trucks 76.31 -10.15 0.75 -1.20 65.71 50.22 49.19 49.57 56.05 56.28 65 dBA: 87 93Heavy Trucks 81.16 -13.00 0.75 -1.20 67.71 49.01 45.22 49.82 56.06 56.16 60 dBA: 187 201 Total: 72.17 65.76 64.84 61.24 68.61 69.07 55 dBA: 404 434 Road Name: Hewitt Street Segment: North of Esplanade Avenue Average Daily Traffic: 12120 Vehicles Vehicle Speed: 35 MPH Vehicle Mix: 2 Roadway Classification: Major Centerline Distance toNoise Contour (in feet)
Vehicle Type REMELTraffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 65.11 -0.27 -2.39 -1.20 61.24 58.87 57.58 51.52 59.96 60.59 70 dBA: 19 21Medium Trucks 74.83 -15.14 -2.39 -1.20 56.10 36.89 29.11 38.31 44.47 44.50 65 dBA: 41 44Heavy Trucks 80.05 -12.92 -2.39 -1.20 63.53 46.54 38.76 47.97 54.12 54.16 60 dBA: 88 95 Total: 66.01 59.14 57.64 53.25 61.06 61.56 55 dBA: 190 205 Road Name: Hewitt Street Segment: South of Esplanade Avenue Average Daily Traffic: 13690 Vehicles Vehicle Speed: 45 MPH Vehicle Mix: 2 Roadway Classification: Major Centerline Distance toNoise Contour (in feet)
Vehicle Type REMELTraffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 69.34 -0.84 -1.34 -1.20 65.97 63.60 62.31 56.25 64.69 65.32 70 dBA: 32 35Medium Trucks 77.62 -15.70 -1.34 -1.20 59.38 40.18 32.40 41.60 47.76 47.79 65 dBA: 69 75Heavy Trucks 82.14 -13.48 -1.34 -1.20 66.12 49.13 41.35 50.56 56.71 56.75 60 dBA: 149 162 Total: 69.50 63.77 62.35 57.41 65.40 65.95 55 dBA: 321 349 Unmitigated Noise Levels
NOISE PARAMETERS AT 50 FEET FROM CENTERLINE (Equiv. Lane Dist: 43.86 ft) Noise Adjustments
NOISE PARAMETERS AT 75 FEET FROM CENTERLINE (Equiv. Lane Dist: 71.06 ft) Unmitigated Noise Levels
NOISE PARAMETERS AT 135 FEET FROM CENTERLINE (Equiv. Lane Dist: 132.85 ft) Noise Adjustments Unmitigated Noise Levels
NOISE PARAMETERS AT 65 FEET FROM CENTERLINE (Equiv. Lane Dist: 60.41 ft) Noise Adjustments Noise Adjustments Unmitigated Noise Levels

4.4.y
Packet Pg. 3737 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Scenario: FUTURE YEAR 2045 WITHOUT PROJECT CONDITIONS Project: The Esplanade Collection Site Conditions: Soft
FHWA-RD-77-108 HIGHWAY TRAFFIC NOISE PREDICTION MODEL
Road Name: Esplanade Avenue Segment: West of San Jacinto AvenueAverage Daily Traffic: 22190 Vehicles Vehicle Speed: 40 MPH Vehicle Mix: 2 Roadway Classification: Arterial Centerline Distance toNoise Contour (in feet)
Vehicle Type REMELTraffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 67.36 1.77 0.83 -1.20 68.77 66.40 65.10 59.05 67.48 68.11 70 dBA: 39 42Medium Trucks 76.31 -13.09 0.83 -1.20 62.85 43.64 35.86 45.07 51.23 51.26 65 dBA: 84 91Heavy Trucks 81.16 -10.87 0.83 -1.20 69.92 52.93 45.15 54.36 60.51 60.54 60 dBA: 180 196 Total: 72.85 66.61 65.15 60.44 68.36 68.89 55 dBA: 389 421 Road Name: Esplanade Avenue Segment: West of Driveway 1 Average Daily Traffic: 16080 Vehicles Vehicle Speed: 45 MPH Vehicle Mix: 2 Roadway Classification: Arterial Centerline Distance toNoise Contour (in feet)
Vehicle Type REMELTraffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 69.34 -0.14 -1.85 -1.20 66.16 63.79 62.49 56.44 64.87 65.50 70 dBA: 36 39Medium Trucks 77.62 -15.00 -1.85 -1.20 59.57 40.36 32.58 41.79 47.94 47.97 65 dBA: 77 83Heavy Trucks 82.14 -12.78 -1.85 -1.20 66.31 49.32 41.53 50.74 56.90 56.93 60 dBA: 165 179 Total: 69.69 63.96 62.53 57.59 65.59 66.13 55 dBA: 356 387 Road Name: Esplanade Avenue Segment: East of Driveway 1 Average Daily Traffic: 16000 Vehicles Vehicle Speed: 45 MPH Vehicle Mix: 2 Roadway Classification: Arterial Centerline Distance toNoise Contour (in feet)
Vehicle Type REMELTraffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 69.34 -0.16 -1.85 -1.20 66.14 63.76 62.47 56.42 64.85 65.48 70 dBA: 35 39Medium Trucks 77.62 -15.03 -1.85 -1.20 59.55 40.34 32.56 41.76 47.92 47.95 65 dBA: 76 83Heavy Trucks 82.14 -12.81 -1.85 -1.20 66.28 49.29 41.51 50.72 56.88 56.91 60 dBA: 164 179 Total: 69.67 63.93 62.51 57.57 65.57 66.11 55 dBA: 354 385 Road Name: Commonwealth Avenue Segment: West of Driveway 2 Average Daily Traffic: 15560 Vehicles Vehicle Speed: 40 MPH Vehicle Mix: 2 Roadway Classification: Major Centerline Distance toNoise Contour (in feet)
Vehicle Type REMELTraffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 67.36 0.23 0.75 -1.20 67.14 64.77 63.48 57.42 65.85 66.48 70 dBA: 30 33Medium Trucks 76.31 -14.63 0.75 -1.20 61.23 42.02 34.24 43.45 49.60 49.63 65 dBA: 65 71Heavy Trucks 81.16 -12.42 0.75 -1.20 68.29 51.30 43.52 52.73 58.88 58.92 60 dBA: 141 152 Total: 71.22 64.98 63.53 58.82 66.73 67.26 55 dBA: 303 328 NOISE PARAMETERS AT 70 FEET FROM CENTERLINE (Equiv. Lane Dist: 65.38 ft)NOISE PARAMETERS AT 70 FEET FROM CENTERLINE (Equiv. Lane Dist: 65.38 ft) Noise Adjustments Unmitigated Noise Levels
NOISE PARAMETERS AT 50 FEET FROM CENTERLINE (Equiv. Lane Dist: 43.3 ft) Noise Adjustments Unmitigated Noise Levels Noise Adjustments Unmitigated Noise Levels NOISE PARAMETERS AT 50 FEET FROM CENTERLINE (Equiv. Lane Dist: 43.86 ft) Noise Adjustments Unmitigated Noise Levels

4.4.y
Packet Pg. 3738 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Scenario: FUTURE YEAR 2045 WITH PROJECT CONDITIONS Project: The Esplanade Collection Site Conditions: Soft
Vehicle Type Day Evening Night Daily Day Evening Night Daily Day Evenin Night Daily Automobiles 73.60% 13.60% 10.22% 97.42% 69.50% 12.90% 9.60% 92.00% 62.64% 12.84% 15.02% 90.50%Medium Trucks 0.90% 0.90% 0.04% 1.84% 1.44% 0.06% 1.50% 3.00% 3.39% 0.67% 2.19% 6.25%Heavy Trucks 0.35% 0.04% 0.35% 0.74% 2.40% 0.10% 2.50% 5.00% 1.62% 0.17% 1.46% 3.25%Road Name: San Jacinto Avenue Segment: North of 7th Street Average Daily Traffic: 38970 Vehicles Vehicle Speed: 40 MPH Vehicle Mix: 3 Roadway Classification: Arterial Centerline Distance toNoise Contour (in feet)
Vehicle Type REMELTraffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 67.36 4.15 0.03 -1.20 70.34 67.51 66.65 62.56 70.07 70.57 70 dBA: 60 65Medium Trucks 76.31 -7.46 0.03 -1.20 67.68 52.20 51.17 51.54 58.02 58.26 65 dBA: 130 139Heavy Trucks 81.16 -10.30 0.03 -1.20 69.69 50.99 47.19 51.80 58.04 58.13 60 dBA: 279 300 Total: 74.15 67.73 66.82 63.22 70.58 71.05 55 dBA: 601 646 Road Name: San Jacinto Avenue Segment: North of Esplanade Avenue Average Daily Traffic: 35650 Vehicles Vehicle Speed: 40 MPH Vehicle Mix: 3 Roadway Classification: Arterial Centerline Distance toNoise Contour (in feet)
Vehicle Type REMELTraffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 67.36 3.76 0.03 -1.20 69.95 67.13 66.26 62.17 69.68 70.19 70 dBA: 57 61Medium Trucks 76.31 -7.85 0.03 -1.20 67.30 51.81 50.78 51.15 57.63 57.87 65 dBA: 122 131Heavy Trucks 81.16 -10.69 0.03 -1.20 69.30 50.60 46.81 51.41 57.65 57.75 60 dBA: 263 283 Total: 73.76 67.35 66.43 62.83 70.19 70.66 55 dBA: 567 609 Road Name: San Jacinto Avenue Segment: South of Esplanade Avenue Average Daily Traffic: 35070 Vehicles Vehicle Speed: 40 MPH Vehicle Mix: 3 Roadway Classification: Arterial Centerline Distance toNoise Contour (in feet)
Vehicle Type REMELTraffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 67.36 3.69 -3.67 -1.20 66.18 63.36 62.49 58.40 65.91 66.42 70 dBA: 52 56Medium Trucks 76.31 -7.92 -3.67 -1.20 63.52 48.04 47.01 47.38 53.86 54.10 65 dBA: 112 120Heavy Trucks 81.16 -10.76 -3.67 -1.20 65.53 46.83 43.04 47.64 53.88 53.97 60 dBA: 241 259 Total: 69.99 63.57 62.66 59.06 66.42 66.89 55 dBA: 520 558 Noise Adjustments Unmitigated Noise Levels Noise Adjustments Unmitigated Noise Levels NOISE PARAMETERS AT 55 FEET FROM CENTERLINE (Equiv. Lane Dist: 48.99 ft)NOISE PARAMETERS AT 90 FEET FROM CENTERLINE (Equiv. Lane Dist: 86.46 ft) Noise Adjustments Unmitigated Noise Levels
FHWA-RD-77-108 HIGHWAY TRAFFIC NOISE PREDICTION MODEL
NOISE PARAMETERS AT 55 FEET FROM CENTERLINE (Equiv. Lane Dist: 48.99 ft) Vehicle Mix 1 (Local) Vehicle Mix 2 (Arterial) Vehicle Mix 3 (SR-79)

4.4.y
Packet Pg. 3739 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Scenario: FUTURE YEAR 2045 WITH PROJECT CONDITIONS Project: The Esplanade Collection Site Conditions: Soft
FHWA-RD-77-108 HIGHWAY TRAFFIC NOISE PREDICTION MODEL
Road Name: San Jacinto Avenue Segment: South of Commonwealth AvenueAverage Daily Traffic: 36890 Vehicles Vehicle Speed: 40 MPH Vehicle Mix: 3 Roadway Classification: Major Centerline Distance toNoise Contour (in feet)
Vehicle Type REMELTraffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 67.36 3.91 -6.47 -1.20 63.60 60.78 59.91 55.82 63.33 63.84 70 dBA: 52 56Medium Trucks 76.31 -7.70 -6.47 -1.20 60.95 45.46 44.43 44.80 51.28 51.52 65 dBA: 113 121Heavy Trucks 81.16 -10.54 -6.47 -1.20 62.95 44.25 40.46 45.06 51.30 51.39 60 dBA: 244 262 Total: 67.41 61.00 60.08 56.48 63.84 64.31 55 dBA: 525 564 Road Name: San Jacinto Avenue Segment: South of Oakland Avenue Average Daily Traffic: 21540 Vehicles Vehicle Speed: 40 MPH Vehicle Mix: 3 Roadway Classification: Limited Access Hwy Centerline Distance toNoise Contour (in feet)
Vehicle Type REMELTraffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 67.36 1.57 0.75 -1.20 68.48 65.66 64.80 60.71 68.22 68.72 70 dBA: 41 44Medium Trucks 76.31 -10.03 0.75 -1.20 65.83 50.34 49.31 49.69 56.17 56.40 65 dBA: 89 95Heavy Trucks 81.16 -12.88 0.75 -1.20 67.83 49.13 45.34 49.94 56.18 56.28 60 dBA: 191 205 Total: 72.29 65.88 64.96 61.36 68.73 69.19 55 dBA: 411 442 Road Name: Hewitt Street Segment: North of Esplanade Avenue Average Daily Traffic: 12430 Vehicles Vehicle Speed: 35 MPH Vehicle Mix: 2 Roadway Classification: Major Centerline Distance toNoise Contour (in feet)
Vehicle Type REMELTraffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 65.11 -0.16 -2.39 -1.20 61.35 58.98 57.69 51.63 60.07 60.70 70 dBA: 19 21Medium Trucks 74.83 -15.03 -2.39 -1.20 56.21 37.00 29.22 38.42 44.58 44.61 65 dBA: 42 45Heavy Trucks 80.05 -12.81 -2.39 -1.20 63.64 46.65 38.87 48.08 54.23 54.27 60 dBA: 90 97 Total: 66.12 59.25 57.75 53.36 61.17 61.67 55 dBA: 193 209 Road Name: Hewitt Street Segment: South of Esplanade Avenue Average Daily Traffic: 13920 Vehicles Vehicle Speed: 45 MPH Vehicle Mix: 2 Roadway Classification: Major Centerline Distance toNoise Contour (in feet)
Vehicle Type REMELTraffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 69.34 -0.76 -1.34 -1.20 66.05 63.67 62.38 56.33 64.76 65.39 70 dBA: 32 35Medium Trucks 77.62 -15.63 -1.34 -1.20 59.46 40.25 32.47 41.68 47.83 47.86 65 dBA: 70 76Heavy Trucks 82.14 -13.41 -1.34 -1.20 66.20 49.21 41.42 50.63 56.79 56.82 60 dBA: 151 164 Total: 69.58 63.85 62.42 57.48 65.48 66.02 55 dBA: 325 353 Noise Adjustments Noise Adjustments Unmitigated Noise Levels NOISE PARAMETERS AT 50 FEET FROM CENTERLINE (Equiv. Lane Dist: 43.86 ft)NOISE PARAMETERS AT 65 FEET FROM CENTERLINE (Equiv. Lane Dist: 60.41 ft) Noise Adjustments Unmitigated Noise Levels
NOISE PARAMETERS AT 75 FEET FROM CENTERLINE (Equiv. Lane Dist: 71.06 ft) Unmitigated Noise Levels
NOISE PARAMETERS AT 135 FEET FROM CENTERLINE (Equiv. Lane Dist: 132.85 ft) Noise Adjustments Unmitigated Noise Levels

4.4.y
Packet Pg. 3740 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Scenario: FUTURE YEAR 2045 WITH PROJECT CONDITIONS Project: The Esplanade Collection Site Conditions: Soft
FHWA-RD-77-108 HIGHWAY TRAFFIC NOISE PREDICTION MODEL
Road Name: Esplanade Avenue Segment: West of San Jacinto AvenueAverage Daily Traffic: 22660 Vehicles Vehicle Speed: 40 MPH Vehicle Mix: 2 Roadway Classification: Arterial Centerline Distance toNoise Contour (in feet)
Vehicle Type REMELTraffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 67.36 1.86 0.83 -1.20 68.86 66.49 65.19 59.14 67.57 68.20 70 dBA: 39 43Medium Trucks 76.31 -13.00 0.83 -1.20 62.94 43.74 35.95 45.16 51.32 51.35 65 dBA: 85 92Heavy Trucks 81.16 -10.78 0.83 -1.20 70.01 53.02 45.24 54.45 60.60 60.63 60 dBA: 183 198 Total: 72.94 66.70 65.24 60.54 68.45 68.98 55 dBA: 394 427 Road Name: Esplanade Avenue Segment: West of Driveway 1 Average Daily Traffic: 17000 Vehicles Vehicle Speed: 45 MPH Vehicle Mix: 2 Roadway Classification: Arterial Centerline Distance toNoise Contour (in feet)
Vehicle Type REMELTraffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 69.34 0.10 -1.85 -1.20 66.40 64.03 62.73 56.68 65.11 65.74 70 dBA: 37 40Medium Trucks 77.62 -14.76 -1.85 -1.20 59.81 40.60 32.82 42.03 48.18 48.22 65 dBA: 79 86Heavy Trucks 82.14 -12.54 -1.85 -1.20 66.55 49.56 41.78 50.98 57.14 57.17 60 dBA: 171 186 Total: 69.93 64.20 62.77 57.83 65.83 66.37 55 dBA: 369 401 Road Name: Esplanade Avenue Segment: East of Driveway 1 Average Daily Traffic: 16540 Vehicles Vehicle Speed: 45 MPH Vehicle Mix: 2 Roadway Classification: Arterial Centerline Distance toNoise Contour (in feet)
Vehicle Type REMELTraffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 69.34 -0.01 -1.85 -1.20 66.28 63.91 62.61 56.56 64.99 65.62 70 dBA: 36 39Medium Trucks 77.62 -14.88 -1.85 -1.20 59.69 40.48 32.70 41.91 48.06 48.10 65 dBA: 78 85Heavy Trucks 82.14 -12.66 -1.85 -1.20 66.43 49.44 41.66 50.87 57.02 57.05 60 dBA: 168 183 Total: 69.81 64.08 62.65 57.71 65.71 66.25 55 dBA: 362 394 Road Name: Commonwealth Avenue Segment: West of Driveway 2 Average Daily Traffic: 16660 Vehicles Vehicle Speed: 40 MPH Vehicle Mix: 2 Roadway Classification: Major Centerline Distance toNoise Contour (in feet)
Vehicle Type REMELTraffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 67.36 0.53 0.75 -1.20 67.44 65.07 63.77 57.72 66.15 66.78 70 dBA: 32 34Medium Trucks 76.31 -14.34 0.75 -1.20 61.52 42.32 34.53 43.74 49.90 49.93 65 dBA: 68 74Heavy Trucks 81.16 -12.12 0.75 -1.20 68.59 51.60 43.82 53.03 59.18 59.21 60 dBA: 147 160 Total: 71.52 65.28 63.82 59.12 67.03 67.56 55 dBA: 317 344 NOISE PARAMETERS AT 50 FEET FROM CENTERLINE (Equiv. Lane Dist: 43.3 ft) Noise Adjustments Unmitigated Noise Levels
NOISE PARAMETERS AT 70 FEET FROM CENTERLINE (Equiv. Lane Dist: 65.38 ft)NOISE PARAMETERS AT 70 FEET FROM CENTERLINE (Equiv. Lane Dist: 65.38 ft) Noise Adjustments Unmitigated Noise Levels
NOISE PARAMETERS AT 50 FEET FROM CENTERLINE (Equiv. Lane Dist: 43.86 ft) Noise Adjustments Unmitigated Noise Levels Noise Adjustments Unmitigated Noise Levels

4.4.y
Packet Pg. 3741 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

The Esplanade Collection Residential Project, Noise Impact Analysis City of San Jacinto
Appendix  E

APPENDIX E
FHWA Model Onsite Traffic Noise Calculation Printouts

4.4.y
Packet Pg. 3742 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Road Name: Esplanade Avenue Project Name: Esplanade Collection Lot Number: 166 Job Number:

Average Daily Traffic: 17,000 vehicles Day Evening Night Daily Peak Hour Volume: 1,700 vehicles Autos: 69.5% 12.9% 9.6% 92.0% Vehicle Speed: 45 mph Medium Trucks: 1.4% 0.1% 1.5% 3.0% Near/Far Lane Distance: 50 feet Heavy Trucks: 2.4% 0.1% 2.5% 5.0% Barrier Height: 6 feet Barrier Base Elevation: 0.0 feet Barrier Type(Wall/Berm): Wall Road Elevation: 0.0 feet
Site Conditions(Hard/Soft): Soft Noise Source Elevation above Road Centerline (C.L.) Dist. to Barrier: 62 feet Autos: 0 feet C.L. Dist. To Observer (Backyard): 72 feet Med Trucks: 2.3 feet Barrier Dist. To Observer (Backyard): 10 feet Hvy Trucks: 8 feet C.L. Dist. To Observer (Structure): 82 feet Pad Elevation: 0.0 feet Barrier Dist. To Observer (Structure): 20 feet Observer Heights Above Pad Elevation Road Grade: 0.00 % Exterior: 5 feet
Left View: -90 degrees First Floor: 5.5 feet
Right View: 90 degrees Second Floor: 14 feet
Grade Exterior 1st Flr 2nd Flr
Autos: 0.00 -7.6 -6.87 0
Med Trucks: 0.00 -7.29 -6.24 0
Hvy Trucks: 0.00 -5.4 -4.9 0
Leq Peak Hour Leq Night
Autos:

Med Trucks:

Hvy Trucks:

Traffic Noise:

Autos:

Med Trucks:

Hvy Trucks:

Traffic Noise:

Autos:

Med Trucks:

Hvy Trucks:

Traffic Noise:

Autos:

Med Trucks:

Hvy Trucks:

Traffic Noise:

49.7 56.6

55.9 64.6
CNEL

64.5 46.9

55.9 65.1

65.3 68.7
Leq Day

62.8 39.3

48.3 62.9

40.5 61.5

58.6 Leq Peak Hour

65.1 58.5
Leq Evening

61.5 31.6
Ldn

63.8 46.9

55.4 Leq Night

40.8 63.0 56.2

44.9 54.7

33.2 56.0
Leq Day Leq Evening

54.7 50.3 58.1

25.3 25.4

35.7 52.4

60.5 Leq Peak Hour CNEL

57.7 40.8

51.1 Ldn

57.1 40.8

51.1 55.0 50.6

40.7 51.5

58.4 43.5

58.4 Leq Night

48.6 34.6

48.0 56.9

65.5 56.3

41.8 56.9

52.3 60.9

63.3 56.5
Leq Night

48.9 34.5

45.4 Leq Day

56.2 33.1

43.9 36.1
CNEL

57.9 40.7

51.5 58.9
MITIGATED NOISE LEVELS (Backyard with sound wall)

66.1 Ldn CNEL

65.4 48.0
MITIGATED NOISE LEVELS (First Floor)
MITIGATED NOISE LEVELS (Second Floor)

66.1 59.6

66.3 69.7
Leq Day

63.7 49.3

63.9 Leq Evening

62.4 32.6

41.5 62.4

50.8 57.5

64.8 Site Data
-2.08
Finite Road
-1.20
Barrier Attenuation
-2.08
-1.20
-1.20
UNMITIGATED NOISE LEVELS (Backyard with topographical attenuation) 23063
FHWA-RD-77-108 HIGHWAY TRAFFIC NOISE PREDICTION MODEL

NOISE MODEL INPUTS
Leq Peak Hour

58.6 Leq Evening

54.9 Ldn

57.3 Vehicle Mix

40.4 Elevations
-2.08

FHWA NOISE MODEL CALCULATIONS
REMEL

69.34 Traffic Flow

0.10 Distance

77.62 82.14
-14.76
-12.54
Highway Data

4.4.y
Packet Pg. 3743 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Road Name: Hewitt Street Project Name: Esplanade Collection Lot Number: 115 Job Number:

Average Daily Traffic: 13,920 vehicles Day Evening Night Daily Peak Hour Volume: 1,392 vehicles Autos: 69.5% 12.9% 9.6% 92.0% Vehicle Speed: 45 mph Medium Trucks: 1.4% 0.1% 1.5% 3.0% Near/Far Lane Distance: 48 feet Heavy Trucks: 2.4% 0.1% 2.5% 5.0% Barrier Height: 6 feet Barrier Base Elevation: 0.0 feet Barrier Type(Wall/Berm): Wall Road Elevation: 0.0 feet
Site Conditions(Hard/Soft): Soft Noise Source Elevation above Road Centerline (C.L.) Dist. to Barrier: 58 feet Autos: 0 feet C.L. Dist. To Observer (Backyard): 68 feet Med Trucks: 2.3 feet Barrier Dist. To Observer (Backyard): 10 feet Hvy Trucks: 8 feet C.L. Dist. To Observer (Structure): 78 feet Pad Elevation: 0.0 feet Barrier Dist. To Observer (Structure): 20 feet Observer Heights Above Pad Elevation Road Grade: 0.00 % Exterior: 5 feet
Left View: -90 degrees First Floor: 5.5 feet
Right View: 90 degrees Second Floor: 14 feet
Grade Exterior 1st Flr 2nd Flr
Autos: 0.00 -7.7 -7.01 0
Med Trucks: 0.00 -7.36 -6.32 0
Hvy Trucks: 0.00 -5.4 -4.9 0
Leq Peak Hour Leq Night
Autos:

Med Trucks:

Hvy Trucks:

Traffic Noise:

Autos:

Med Trucks:

Hvy Trucks:

Traffic Noise:

Autos:

Med Trucks:

Hvy Trucks:

Traffic Noise:

Autos:

Med Trucks:

Hvy Trucks:

Traffic Noise:
-13.41
Ldn CNEL
FHWA-RD-77-108 HIGHWAY TRAFFIC NOISE PREDICTION MODEL

NOISE MODEL INPUTS
Highway Data Vehicle Mix
Site Data Elevations
-1.69

FHWA NOISE MODEL CALCULATIONS
REMEL

69.34 Traffic Flow
-0.76
Distance
-1.69
Finite Road
-1.20
Barrier Attenuation

77.62 -15.63 -1.20
UNMITIGATED NOISE LEVELS (Backyard with topographical attenuation) MITIGATED NOISE LEVELS (Backyard with sound wall)
Leq Day Leq Evening

32.1 41.1
-1.69
Leq Peak Hour

58.0 Leq Evening

54.3 Ldn

56.7 39.9

65.6 59.1

65.8 69.2

63.2 48.8

63.4 61.9

82.14 -1.20

56.5 65.6

64.9 47.5

62.0 50.3

57.0 64.3

47.5 56.4

65.0 55.9

41.3 Leq Night

48.3 34.0

44.9 62.8 55.9

40.1 51.1

51.7 60.4

58.3 24.7

35.7 54.4 50.0

40.1 51.0

57.8 CNEL

57.3 24.8

35.2 51.8

59.9 Leq Peak Hour
Leq Day

55.6 32.5

43.4 64.7

68.1 Leq Day

62.2 38.8

47.7 62.4

64.6 58.0
Leq Peak Hour
23063

55.3 64.0
CNEL

63.9 46.4

55.4 64.6

40.0 61.0

54.9 Leq Night

40.2 49.2

56.0 Leq Evening

60.9 31.0
Ldn
MITIGATED NOISE LEVELS (First Floor)
CNEL

57.0 40.2

50.6 63.3

46.4 49.7
Ldn

56.4 62.4 55.6

42.9 57.7
MITIGATED NOISE LEVELS (Second Floor)

58.0 40.2

50.5 57.5
Leq Night

48.0 34.0

44.4 54.1

32.6 55.3
Leq Day Leq Evening

54.0 4.4.y
Packet Pg. 3744 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Road Name: Commonwealth Avenue Project Name: Esplanade Collection Lot Number: 132 Job Number:

Average Daily Traffic: 16,660 vehicles Day Evening Night Daily Peak Hour Volume: 1,666 vehicles Autos: 69.5% 12.9% 9.6% 92.0% Vehicle Speed: 40 mph Medium Trucks: 1.4% 0.1% 1.5% 3.0% Near/Far Lane Distance: 48 feet Heavy Trucks: 2.4% 0.1% 2.5% 5.0% Barrier Height: 6 feet Barrier Base Elevation: 0.0 feet Barrier Type(Wall/Berm): Wall Road Elevation: 0.0 feet
Site Conditions(Hard/Soft): Soft Noise Source Elevation above Road Centerline (C.L.) Dist. to Barrier: 53 feet Autos: 0 feet C.L. Dist. To Observer (Backyard): 63 feet Med Trucks: 2.3 feet Barrier Dist. To Observer (Backyard): 10 feet Hvy Trucks: 8 feet C.L. Dist. To Observer (Structure): 73 feet Pad Elevation: 0.0 feet Barrier Dist. To Observer (Structure): 20 feet Observer Heights Above Pad Elevation Road Grade: 0.00 % Exterior: 5 feet
Left View: -90 degrees First Floor: 5.5 feet
Right View: 90 degrees Second Floor: 14 feet
Grade Exterior 1st Flr 2nd Flr
Autos: 0.00 -7.85 -7.22 0
Med Trucks: 0.00 -7.5 -6.48 0
Hvy Trucks: 0.00 -5.4 -4.9 0
Leq Peak Hour Leq Night
Autos:

Med Trucks:

Hvy Trucks:

Traffic Noise:

Autos:

Med Trucks:

Hvy Trucks:

Traffic Noise:

Autos:

Med Trucks:

Hvy Trucks:

Traffic Noise:

Autos:

Med Trucks:

Hvy Trucks:

Traffic Noise:

49.9 56.0

56.1 63.9
CNEL

63.7 46.8

56.1 64.5

65.5 68.4
Leq Day

62.0 39.2

48.5 62.2

40.7 60.7

57.8 Leq Peak Hour

64.4 58.4
Leq Evening

60.7 31.4
Ldn

63.1 46.8

54.6 Leq Night

40.7 62.7 55.2

45.2 53.7

32.9 54.9
Leq Day Leq Evening

53.6 49.6 57.3

25.2 25.1

36.0 52.1

60.7 Leq Peak Hour CNEL

56.6 40.5

51.3 Ldn

56.0 40.5

51.3 54.1 50.1

40.5 51.9

57.8 43.7

57.3 Leq Night

47.5 34.3

48.0 57.3

65.1 55.7

41.9 57.3

52.2 61.3

63.2 55.7
Leq Night

48.0 34.4

45.8 Leq Day

55.3 32.9

44.3 36.5
CNEL

57.1 40.6

51.9 58.3
MITIGATED NOISE LEVELS (Backyard with sound wall)

65.6 Ldn CNEL

64.8 48.1
MITIGATED NOISE LEVELS (First Floor)
MITIGATED NOISE LEVELS (Second Floor)

65.5 59.7

66.7 69.6
Leq Day

63.1 49.7

63.3 Leq Evening

61.8 32.7

41.9 61.8

51.2 57.2

64.2 Site Data
-1.12
Finite Road
-1.20
Barrier Attenuation
-1.12
-1.20
-1.20
UNMITIGATED NOISE LEVELS (Backyard with topographical attenuation) 23063
FHWA-RD-77-108 HIGHWAY TRAFFIC NOISE PREDICTION MODEL

NOISE MODEL INPUTS
Leq Peak Hour

57.7 Leq Evening

54.1 Ldn

56.4 Vehicle Mix

40.4 Elevations
-1.12

FHWA NOISE MODEL CALCULATIONS
REMEL

67.36 Traffic Flow

0.53 Distance

76.31 81.16
-14.34
-12.12
Highway Data

4.4.y
Packet Pg. 3745 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

The Esplanade Collection Residential Project, Noise Impact Analysis City of San Jacinto
Appendix  F

APPENDIX F
Onsite Activity Areas Reference Noise Measurements and Noise Calculation Printouts

4.4.y
Packet Pg. 3746 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) SLM & RTA Summary 21 Jun 2010, 17:02:15 Page 1
File Translated: V:\Vista Env\2010\10007-Orange Salem Lutheran Church\Noise Measurements\D-6-20-10.slmdl Model/Serial Number: 824 / A3176
Firmware/Software Revs: 4.283 / 3.120
Name:

Descr1: 1021 Didrikson Way
Descr2: Laguna Beach, CA 92651
Setup/Setup Descr: slm&rta.ssa / SLM & Real-Time Analyzer Location: Taken after church service - noise primarily from reception and playgr Note1: 5' north of playground - kids playing
Note2: 40' SW of multipurpose south doors
Overall Any Data
Start Time: 20-Jun-2010 11:00:56
Elapsed Time: 00:12:00.6
A Weight C Weight Flat
Leq: 66.6 dBA 69.3 dBC 69.6 dBF
SEL: 95.1 dBA 97.8 dBC 98.2 dBF
Peak: 100.4 dBA 102.5 dBC 102.6 dBF
20-Jun-2010 11:11:23 20-Jun-2010 11:04:20 20-Jun-2010 11:04:20 Lmax (slow): 85.3 dBA 88.9 dBC 88.9 dBF
20-Jun-2010 11:04:20 20-Jun-2010 11:04:19 20-Jun-2010 11:04:19 Lmin (slow): 51.6 dBA 58.6 dBC 59.5 dBF
20-Jun-2010 11:00:56 20-Jun-2010 11:00:56 20-Jun-2010 11:00:56 Lmax (fast): 90.7 dBA 94.4 dBC 94.4 dBF
20-Jun-2010 11:04:19 20-Jun-2010 11:04:19 20-Jun-2010 11:04:19 Lmin (fast): 47.1 dBA 57.4 dBC 58.6 dBF
20-Jun-2010 11:01:31 20-Jun-2010 11:01:26 20-Jun-2010 11:01:26 Lmax (impulse): 92.5 dBA 95.9 dBC 95.8 dBF
20-Jun-2010 11:04:20 20-Jun-2010 11:04:19 20-Jun-2010 11:04:19 Lmin (impulse): 51.6 dBA 58.5 dBC 59.3 dBF
20-Jun-2010 11:00:56 20-Jun-2010 11:00:56 20-Jun-2010 11:00:56 Spectra
Date Time Run Time
20-Jun-2010 11:00:56 00:12:00.6
Hz Leq1/3 Leq1/1 Max1/3 Max1/1 Min1/3 Min1/1 Hz Leq1/3 Leq1/1 Max1/3 Max1/1 Min1/3 Min1/1

12.5 48.9 51.8 27.0 630 57.3 73.7 34.5

16.0 49.0 54.8 55.5 58.9 31.6 35.9 800 57.5 58.5 36.0

20.0 51.6 54.4 32.8 1000 58.7 62.4 81.2 81.3 34.1 39.1

25.0 52.0 50.3 36.0 1250 56.2 65.3 32.1

31.5 51.7 56.6 50.4 55.8 37.0 41.3 1600 55.2 61.7 32.4

40.0 51.8 52.1 36.6 2000 54.7 58.8 61.7 66.5 30.1 35.3

50.0 61.6 65.1 47.9 2500 51.4 61.9 28.0

63.0 54.9 62.8 55.3 65.8 43.9 49.6 3150 50.2 58.6 25.7

80.0 52.0 53.1 36.2 4000 48.2 53.0 57.2 62.1 24.7 29.1
100 51.1 52.1 36.3 5000 44.7 55.8 21.6
125 50.9 55.2 51.3 57.0 34.6 40.0 6300 42.0 50.0 20.1
160 49.1 53.0 34.4 8000 43.2 46.8 52.4 55.9 18.2 23.6
200 49.5 50.7 34.0 10000 40.6 50.5 17.8
250 50.5 55.6 53.7 71.0 33.0 38.9 12500 40.3 44.9 17.5
315 52.1 70.9 35.1 16000 31.4 41.1 39.2 46.0 18.2 23.5
400 59.8 83.7 33.1 20000 28.4 30.1 20.0
500 62.6 65.2 89.7 90.8 34.1 38.7
Ln Start Level: 15 dB
L1.00 0.0 dBA L50.00 0.0 dBA L95.00 0.0 dBA
L5.00 0.0 dBA L90.00 0.0 dBA L99.00 0.0 dBA
Detector: Slow
Weighting: A
SPL Exceedance Level 1: 85.0 dB Exceeded: 1 times
SPL Exceedance level 2: 120 dB Exceeded: 0 times
Peak-1 Exceedance Level: 105 dB Exceeded: 0 times
Peak-2 Exceedance Level: 100 dB Exceeded: 1 times
Hysteresis: 2
Overloaded: 0 time(s)
Paused: 0 times for 00:00:00.0

4.4.y
Packet Pg. 3747 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) SLM & RTA Summary 21 Jun 2010, 17:02:15 Page 2
File Translated: V:\Vista Env\2010\10007-Orange Salem Lutheran Church\Noise Measurements\D-6-20-10.slmdl Model/Serial Number: 824 / A3176
Current Any Data
Start Time: 20-Jun-2010 11:00:56
Elapsed Time: 00:12:00.6
A Weight C Weight Flat
Leq: 66.6 dBA 69.3 dBC 69.6 dBF
SEL: 95.1 dBA 97.8 dBC 98.2 dBF
Peak: 100.4 dBA 102.5 dBC 102.6 dBF
20-Jun-2010 11:11:23 20-Jun-2010 11:04:20 20-Jun-2010 11:04:20 Lmax (slow): 85.3 dBA 88.9 dBC 88.9 dBF
20-Jun-2010 11:04:20 20-Jun-2010 11:04:19 20-Jun-2010 11:04:19 Lmin (slow): 51.6 dBA 58.6 dBC 59.5 dBF
20-Jun-2010 11:00:56 20-Jun-2010 11:00:56 20-Jun-2010 11:00:56 Lmax (fast): 90.7 dBA 94.4 dBC 94.4 dBF
20-Jun-2010 11:04:19 20-Jun-2010 11:04:19 20-Jun-2010 11:04:19 Lmin (fast): 47.1 dBA 57.4 dBC 58.6 dBF
20-Jun-2010 11:01:31 20-Jun-2010 11:01:26 20-Jun-2010 11:01:26 Lmax (impulse): 92.5 dBA 95.9 dBC 95.8 dBF
20-Jun-2010 11:04:20 20-Jun-2010 11:04:19 20-Jun-2010 11:04:19 Lmin (impulse): 51.6 dBA 58.5 dBC 59.3 dBF
20-Jun-2010 11:00:56 20-Jun-2010 11:00:56 20-Jun-2010 11:00:56 Calibrated: 20-Jun-2010 08:58:03 Offset: -48.1 dB
Checked: 20-Jun-2010 08:58:03 Level: 94.0 dB
Calibrator not set Level: 94.0 dB
Cal Records Count: 0
Interval Records: Disabled Number Interval Records: 0
History Records: Disabled Number History Records: 0
Run/Stop Records: Number Run/Stop Records: 2

4.4.y
Packet Pg. 3748 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Session Report
2/1/2017
Information Panel
Name S087_BLH080004_01022017_072920
Start Time 1/30/2017 2:57:12 PM
Stop Time 1/30/2017 3:12:12 PM
Device Name BLH080004
Model Type SoundPro DL
Device Firmware Rev R.13H
Comments
Summary Data Panel
Description Meter Value Description Meter Value
Leq 1 58.9 dB
Exchange Rate 1 3 dB WeighƟng 1 A
Response 1 SLOW Bandwidth 1 OFF
Exchange Rate 2 3 dB WeighƟng 2 A
Response 2 FAST

Page 1 ends

Located between JV and Varsity Soccer Games (5 feet from each field) at Bellflower High School

4.4.y
Packet Pg. 3749 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) S
tatistics Chart
S087_BLH080004_01022017_072920: StaƟsƟcs Chart
Exceedance Chart
S087_BLH080004_01022017_072920: Exceedance Chart

Page 2 ends

4.4.y
Packet Pg. 3750 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) S
tatistics Table
dB: 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9%
49: 0.00 0.00 0.00 0.00 0.00 0.04 0.02 0.06 0.11 0.05 0.29 50: 0.03 0.02 0.02 0.05 0.07 0.13 0.14 0.15 0.20 0.22 1.02 51: 0.27 0.43 0.25 0.49 0.41 0.41 0.45 0.50 0.53 0.73 4.47 52: 0.73 0.66 0.75 0.90 0.93 1.19 1.23 1.08 1.13 1.16 9.76 53: 1.26 1.36 1.12 1.16 1.21 1.29 1.22 1.26 1.20 1.27 12.35 54: 1.51 1.51 0.86 1.14 1.18 1.09 0.99 1.05 1.15 1.10 11.58 55: 1.05 1.08 1.09 1.14 1.07 0.98 1.02 0.93 0.95 0.96 10.27 56: 0.98 0.88 0.95 0.98 0.90 1.08 0.99 0.90 0.93 0.86 9.45 57: 1.02 1.07 0.68 0.95 0.83 0.81 0.69 0.66 0.69 0.67 8.06 58: 0.75 0.73 0.74 0.76 0.72 0.74 0.70 0.65 0.69 0.58 7.07 59: 0.52 0.52 0.57 0.55 0.58 0.51 0.54 0.50 0.54 0.59 5.43 60: 0.55 0.54 0.42 0.47 0.47 0.48 0.48 0.57 0.50 0.47 4.96 61: 0.52 0.47 0.50 0.47 0.46 0.44 0.50 0.42 0.40 0.34 4.51 62: 0.38 0.33 0.30 0.26 0.28 0.31 0.26 0.26 0.33 0.30 2.99 63: 0.26 0.25 0.15 0.18 0.18 0.15 0.21 0.16 0.16 0.15 1.86 64: 0.19 0.22 0.17 0.17 0.16 0.17 0.17 0.18 0.15 0.14 1.72 65: 0.15 0.13 0.13 0.12 0.12 0.11 0.14 0.17 0.19 0.15 1.41 66: 0.14 0.17 0.09 0.14 0.14 0.11 0.11 0.09 0.09 0.08 1.16 67: 0.12 0.08 0.06 0.07 0.06 0.07 0.07 0.07 0.06 0.05 0.71 68: 0.06 0.07 0.07 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.56 69: 0.04 0.03 0.02 0.02 0.02 0.03 0.02 0.02 0.02 0.01 0.23 70: 0.01 0.01 0.02 0.01 0.00 0.00 0.00 0.01 0.00 0.00 0.07 71: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.03 72: 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 Exceedance Table . 0% 1% 2% 3% 4% 5% 6% %7 %8 %9 0%: 67.7 66.5 65.7 65.0 64.4 63.8 63.2 62.8 62.4 10%: 62.1 61.8 61.5 61.3 61.1 60.9 60.7 60.5 60.3 60.1
20%: 59.9 59.7 59.5 59.3 59.2 59.0 58.8 58.6 58.5 58.4
30%: 58.2 58.1 57.9 57.8 57.7 57.5 57.4 57.3 57.2 57.0
40%: 56.9 56.8 56.7 56.6 56.5 56.4 56.3 56.2 56.1 56.0
50%: 55.9 55.8 55.7 55.6 55.5 55.4 55.3 55.2 55.1 55.0
60%: 54.9 54.8 54.7 54.6 54.5 54.4 54.3 54.3 54.2 54.1

Page 3 ends

4.4.y
Packet Pg. 3751 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) 70 %: 54.0 53.9 53.9 53.8 53.7 53.6 53.5 53.5 53.4 53.3 80%: 53.2 53.1 53.0 53.0 52.9 52.8 52.7 52.6 52.5 52.5
90%: 52.4 52.3 52.2 52.0 51.9 51.7 51.5 51.3 51.0 50.7
100%: 49.3
Logged Data Chart
S087_BLH080004_01022017_072920: Logged Data Chart

Page 4 ends

4.4.y
Packet Pg. 3752 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Measurement Report
Report Summary
Meter's File Name SLM_0002509_831_Data_001.15.ldbin
Meter
Firmware
User Location
Description
Note
831_Data.001 Computer's File Name
831

2.314
GT
Magnolia St Park
10 feet from Lunch Shelter.2 people working in Garden, a dog walker, birds and vehicles on Magnolia St Start Time 2022-04-06 08:42:32 Duration 0:15:00.0
End Time 2022-04-06 08:57:32 Run Time 0:15:00.0 Pause Time 0:00:00.0 Results
Overall Metrics
LAeq 45.7 dB
LAE 75.2 dB SEA --- dB
EA 3.7 µPa²h
LZpeak 99.0 dB 2022-04-06 08:42:33
LASmax 58.6 dB 2022-04-06 08:42:32
LASmin 39.4 dB 2022-04-06 08:50:06
LAeq 45.7 dB
LCeq 60.0 dB LCeq - LA eq 14.3 dB
LAI eq 49.8 dB LAI eq - LAeq 4.2 dB
Exceedances Count Duration
LAS > 65.0 dB 0 0:00:00.0
LAS > 85.0 dB 0 0:00:00.0
LZpeak > 135.0 dB 0 0:00:00.0
LZpeak > 137.0 dB 0 0:00:00.0
LZpeak > 140.0 dB 0 0:00:00.0
Community Noise LDN LDay LNight

45.7 dB 45.7 dB 0.0 dB
LDEN LDay LEve LNight

45.7 dB 45.7 dB --- dB --- dB
Any Data A C Z
Level Time Stamp Level Time Stamp Level Time Stamp
Leq 45.7 dB 60.0 dB 65.6 dB
Ls(max) 58.6 dB 2022-04-06 08:42:32 70.1 dB 2022-04-06 08:42:33 90.6 dB 2022-04-06 08:42:33 LF(max) 58.1 dB 2022-04-06 08:45:16 75.0 dB 2022-04-06 08:42:33 95.1 dB 2022-04-06 08:42:33 LI(max) 74.0 dB 2022-04-06 08:42:32 78.9 dB 2022-04-06 08:42:33 96.8 dB 2022-04-06 08:42:32 LS(min) 39.4 dB 2022-04-06 08:50:06 56.5 dB 2022-04-06 08:48:37 59.9 dB 2022-04-06 08:49:57 LF(min) 37.9 dB 2022-04-06 08:50:05 54.6 dB 2022-04-06 08:48:57 58.0 dB 2022-04-06 08:49:53 LI(min) 39.2 dB 2022-04-06 08:50:05 57.2 dB 2022-04-06 08:47:06 60.9 dB 2022-04-06 08:49:57 LPeak(max) 74.9 dB 2022-04-06 08:50:36 84.9 dB 2022-04-06 08:42:33 99.0 dB 2022-04-06 08:42:33 Overloads Count Duration OBA Count OBA Duration
0 0:00:00.0 0 0:00:00.0
Statistics
LAS 5.0 48.8 dB
LAS 10.0 47.7 dB
LAS 33.3 45.8 dB
LAS 50.0 45.0 dB
LAS 66.6 44.3 dB
LAS 90.0 43.0 dB

4.4.y
Packet Pg. 3753 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Measurement Report
Report Summary
Meter's File Name 831_Data.001 Computer's File Name SLM_0002509_831_Data_001.06.ldbin Meter 831
Firmware 2.314
User GT Location
Description 3609 Nvajo Pl
Note Approx 3 ft from East Prop Line and 14 ft East of Pickle Ball Court during Game Start Time 2021-03-05 11:49:45 Duration 0:10:00.0
End Time 2021-03-05 11:59:45 Run Time 0:10:00.0 Pause Time 0:00:00.0 Results
Overall Metrics
LAeq 63.6 dB
LAE 91.4 dB SEA --- dB
EA 153.1 µPa²h
LZpeak 107.4 dB 2021-03-05 11:51:38
LASmax 77.6 dB 2021-03-05 11:51:38
LASmin 41.3 dB 2021-03-05 11:59:02
LAeq 63.6 dB
LCeq 64.8 dB LCeq - LA eq 1.2 dB
LAI eq 76.3 dB LAI eq - LAeq 12.7 dB
Exceedances Count Duration
LAS > 65.0 dB 60 0:02:48.7
LAS > 85.0 dB 0 0:00:00.0
LZpeak > 135.0 dB 0 0:00:00.0
LZpeak > 137.0 dB 0 0:00:00.0
LZpeak > 140.0 dB 0 0:00:00.0
Community Noise LDN LDay LNight

63.6 dB 63.6 dB 0.0 dB
LDEN LDay LEve LNight

63.6 dB 63.6 dB --- dB --- dB
Any Data A C Z
Level Time Stamp Level Time Stamp Level Time Stamp
Leq 63.6 dB 64.8 dB 69.3 dB
Ls(max) 77.6 dB 2021-03-05 11:51:38 77.5 dB 2021-03-05 11:51:38 93.1 dB 2021-03-05 11:49:45 LF(max) 86.2 dB 2021-03-05 11:51:38 86.0 dB 2021-03-05 11:51:38 97.6 dB 2021-03-05 11:49:45 LI(max) 91.4 dB 2021-03-05 11:51:38 91.3 dB 2021-03-05 11:51:38 99.8 dB 2021-03-05 11:49:45 LS(min) 41.3 dB 2021-03-05 11:59:02 53.5 dB 2021-03-05 11:59:03 57.4 dB 2021-03-05 11:55:39 LF(min) 36.3 dB 2021-03-05 11:51:07 51.2 dB 2021-03-05 11:59:02 54.5 dB 2021-03-05 11:55:08 LI(min) 45.6 dB 2021-03-05 11:55:40 53.8 dB 2021-03-05 11:59:02 58.6 dB 2021-03-05 11:55:39 LPeak(max) 106.9 dB 2021-03-05 11:51:38 106.9 dB 2021-03-05 11:51:38 107.4 dB 2021-03-05 11:51:38 Overloads Count Duration OBA Count OBA Duration
0 0:00:00.0 0 0:00:00.0
Statistics
LAS 5.0 70.2 dB
LAS 10.0 68.1 dB
LAS 33.3 61.3 dB
LAS 50.0 56.5 dB
LAS 66.6 52.5 dB
LAS 90.0 46.4 dB

4.4.y
Packet Pg. 3754 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065))

4.4.y
Packet Pg. 3755 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) ssasum.txt
SLM & RTA Summary
Translated: 11-Jun-2009 10:12:27
-------------------------------------------------------------------------------- File Translated: Z:\Vista Env\2009\090503-Anaheim OCWD Burris Basin\Noise Measurements\Nature Park.slmdl
Model Number: 824
Serial Number: A3176
Firmware Rev: 4.283
Software Version: 3.120
Name: Vista Environmental
Descr1: 1021 Didrikson Way
Descr2: Laguna Beach, CA 92651
Setup: SLM&RTA.ssa
Setup Descr: SLM & Real-Time Analyzer
Location: Laguna Coast Wilderness Park
Note 1: 5' from 10 car parking lot
Note 2: 5' from nature trail
Overall Any Data
Start Time: 31-May-2009 12:00:26
Elapsed Time: 00:30:00.1
A Weight C Weight Flat
Leq: 45.0 dBA 57.4 dBC 60.0 dBF
SEL: 77.5 dBA 89.9 dBC 92.6 dBF
Peak: 91.1 dBA 98.4 dBC 102.2 dBF
31-May-2009 12:05:23 31-May-2009 12:05:03 31-May-2009 12:05:03 Lmax (slow): 68.3 dBA 80.3 dBC 84.4 dBF
31-May-2009 12:05:24 31-May-2009 12:05:03 31-May-2009 12:05:03 Lmin (slow): 35.5 dBA 47.5 dBC 48.9 dBF
31-May-2009 12:10:49 31-May-2009 12:22:11 31-May-2009 12:22:11 Lmax (fast): 72.3 dBA 88.3 dBC 91.8 dBF
31-May-2009 12:05:23 31-May-2009 12:05:03 31-May-2009 12:05:03 Lmin (fast): 34.5 dBA 46.4 dBC 47.6 dBF
31-May-2009 12:10:49 31-May-2009 12:22:11 31-May-2009 12:22:11 Lmax (impulse): 75.7 dBA 92.0 dBC 96.0 dBF
31-May-2009 12:05:23 31-May-2009 12:05:03 31-May-2009 12:05:03 Lmin (impulse): 35.0 dBA 48.7 dBC 50.1 dBF
31-May-2009 12:10:49 31-May-2009 12:22:11 31-May-2009 12:22:11 Spectra
Start Time: 31-May-2009 12:00:26 Run Time: 00:30:00.1
Freq Leq 1/3 Leq 1/1 Max 1/3 Max 1/1 Min 1/3 Min 1/1

12.5 Hz 52.8 58.0 27.5

16.0 Hz 52.2 56.9 54.0 60.2 26.8 32.5

20.0 Hz 51.1 52.3 28.7

25.0 Hz 52.2 58.7 26.5

31.5 Hz 50.7 55.8 53.7 62.4 32.2 36.3

40.0 Hz 49.8 58.9 33.3

50.0 Hz 50.5 64.5 34.0

63.0 Hz 48.7 53.7 70.0 71.5 34.6 38.7

80.0 Hz 46.9 60.6 33.0
100 Hz 45.2 59.2 29.9
125 Hz 43.9 48.4 63.0 66.8 28.1 32.8
160 Hz 40.5 62.9 24.6
200 Hz 36.7 57.9 22.0
250 Hz 35.0 40.1 56.1 62.9 20.4 25.3
315 Hz 33.7 59.6 18.5
400 Hz 33.8 59.1 18.4
500 Hz 34.1 38.7 56.6 61.9 21.1 25.0

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Packet Pg. 3756 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) ssasum.txt
630 Hz 33.8 54.3 20.8
800 Hz 35.3 56.1 23.0
1000 Hz 35.5 40.4 54.2 61.7 23.3 27.7
1250 Hz 36.0 59.1 22.3
1600 Hz 34.6 59.1 20.7
2000 Hz 33.6 38.5 59.2 64.5 16.9 23.2
2500 Hz 32.7 60.6 16.3
3150 Hz 30.8 57.6 15.1
4000 Hz 28.8 34.3 56.4 61.6 14.9 19.8
5000 Hz 28.8 56.5 15.2
6300 Hz 25.0 55.9 15.1
8000 Hz 21.2 27.3 51.6 57.5 15.6 20.4
10000 Hz 19.3 44.2 16.2
12500 Hz 18.6 38.7 16.5
16000 Hz 19.3 24.3 33.9 40.1 17.9 23.0
20000 Hz 20.5 26.4 19.6
Ln Start Level: 15 dB
L (1.00) 0.0
L (5.00) 0.0
L (50.00) 0.0
L (90.00) 0.0
L (95.00) 0.0
L (99.00) 0.0
Detector: Slow
Weighting: A
SPL Exceedance Level 1: 85.0 dB Exceeded: 0 times
SPL Exceedance Level 2: 120.0 dB Exceeded: 0 times
Peak-1 Exceedance Level: 105.0 dB Exceeded: 0 times
Peak-2 Exceedance Level: 100.0 dB Exceeded: 0 times
Hysteresis: 2
Overloaded: 0 time(s)
Paused: 0 times for 00:00:00.0
Current Any Data
Start Time: 31-May-2009 12:00:26
Elapsed Time: 00:30:00.1
A Weight C Weight Flat
Leq: 45.0 dBA 57.4 dBC 60.0 dBF
SEL: 77.5 dBA 89.9 dBC 92.6 dBF
Peak: 91.1 dBA 98.4 dBC 102.2 dBF
31-May-2009 12:05:23 31-May-2009 12:05:03 31-May-2009 12:05:03 Lmax (slow): 68.3 dBA 80.3 dBC 84.4 dBF
31-May-2009 12:05:24 31-May-2009 12:05:03 31-May-2009 12:05:03 Lmin (slow): 35.5 dBA 47.5 dBC 48.9 dBF
31-May-2009 12:10:49 31-May-2009 12:22:11 31-May-2009 12:22:11 Lmax (fast): 72.3 dBA 88.3 dBC 91.8 dBF
31-May-2009 12:05:23 31-May-2009 12:05:03 31-May-2009 12:05:03 Lmin (fast): 34.5 dBA 46.4 dBC 47.6 dBF
31-May-2009 12:10:49 31-May-2009 12:22:11 31-May-2009 12:22:11 Lmax (impulse): 75.7 dBA 92.0 dBC 96.0 dBF
31-May-2009 12:05:23 31-May-2009 12:05:03 31-May-2009 12:05:03 Lmin (impulse): 35.0 dBA 48.7 dBC 50.1 dBF
31-May-2009 12:10:49 31-May-2009 12:22:11 31-May-2009 12:22:11 Calibrated: 31-May-2009 11:57:31 Offset: -48.5 dB
Checked: 31-May-2009 11:57:31 Level: 94.0 dB

Page 2 ends

4.4.y
Packet Pg. 3757 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) ssasum.txt
Calibrator not set Level: 94.0 dB
Cal Records Count: 1
Interval Records: Disabled Number Interval Records: 0
Time History: Disabled Number History Records: 0
Run/Stop Records: Number Run/Stop Records: 2

Page 3 ends

4.4.y
Packet Pg. 3758 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Onsite Activity Areas Noise Calculations - Nearest Home to Each Use Stationary Proposed HomesNoise Sources Distance Leq Distance Leq 1 (Line Source: hard=0, soft=.5; Point Source: hard=1, soft=1.5)Tot Lot 5 66.6 15 57 (eq. N-2141.2 of TeNS)Soccer Field 5 58.9 15 49Shade Structures 10 45.7 5 52Pickle Ball Courts 14 63.6 40 54Exercise Trails 5 45.0 3 49Stationary Noise Sources Distance
from Receptor to Wall
Distance
from source to Wall
Height of Wall (feet)
Without
Wall Noise Level at Residence
With
Wall
Noise Level at Residence
Source Height (feet)
Exterior
Observer Height (feet)
Source Frequency (hz)
barrier to
receiver - b
(all)
source to
barrier - a
source to
receiver -
c
path
difference
y =a+b-c
(auto)
line of
sight
(slope) fresnel
Barrier
Atten
Tot Lot 10 15 6 57 48 3 5 800 10.050 15.297 25.080 0.267 1 0.760 -9.5 Soccer Field 10 15 6 49 42 5 5 800 10.050 15.033 25.000 0.083 1 0.237 -7.01 Shade Structures 10 5 6 52 44 5 5 800 10.050 5.099 15.000 0.149 1 0.424 -8.1 Pickle Ball Courts 10 40 6 54 48 5 5 800 10.050 40.012 50.000 0.062 1 0.177 -6.56 Exercise Trails 10 3 6 49 40 5 5 800 10.050 3.162 13.000 0.212 1 0.603 -9 Reference

4.4.y
Packet Pg. 3759 Attachment: Appendix J - Noise Report (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Hewitt and Esplanade Residential Project
VMT Analysis
i
Hewitt & Esplanade
Residential Project
VMT Analysis
Prepared For
City of San Jacinto
September 10, 2024
Alex J. Garber
Simon Lin, EIT

4.4.z
Packet Pg. 3760 Attachment: Appendix K - VMT Analysis (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Hewitt and Esplanade Residential Project
VMT Analysis
ii

TABLE OF CONTENTS
1 Executive Summary ...................................................................................................................... 3 2 Introduction ................................................................................................................................... 4

2.1 Project Description..................................................................................................................4 3 Vehicle Miles Traveled Background and Significance Threshold ........................................... 6

3.1 City of San Jacinto VMT Screening Criteria.........................................................................6

3.2 VMT Significance Threshold ...................................................................................................6 4 Vehicle Miles Traveled Analysis................................................................................................. 7

4.1 VMT Screening Analysis .........................................................................................................7

4.2 VMT Analysis Methodology ................................................................................................ 12

4.3 Project-generated VMT Evaluation .................................................................................... 15

4.4 Project’s Cumulative Effect on VMT.................................................................................... 16 Figures
Figure 1: Project Site Plan....................................................................................................................5 Figure 2: TPA Output from WRCOG VMT Screening Tool.................................................................8 Figure 3: Low VMT Generating Area Output from WRCOG VMT Screening Tool ....................... 10 Figure 4: WRCOG Boundary ............................................................................................................ 13 Figure 5: WRCOG TAZ Selection...................................................................................................... 14 Tables
Table 1: Project Trip Generation...................................................................................................... 11 Table 2: VMT Analysis of Project Impact per City’s Guidelines..................................................... 15

4.4.z
Packet Pg. 3761 Attachment: Appendix K - VMT Analysis (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Hewitt and Esplanade Residential Project
VMT Analysis
3 1 EXECUTIVE SUMMARY
This vehicle miles traveled (VMT) analysis has been prepared by EPD Solutions, Inc. (EPD) to analyze the potential traffic related impacts of the proposed development of 249 single family detached residential units (Project) in the City of San Jacinto.

The following screening thresholds were utilized to identify if the Project would be considered to have a less-than significant impact on VMT and therefore could be screened out from further VMT analysis:

1. The project is located within a Transit Priority Area (TPA).

2. The project is in a low VMT-generating area.

3. The project type has been identified as a local-serving project type, or the project generates less than 500 daily vehicle trips.

Because the Project would not meet any of the City’s screening criteria, a full analysis of VMT was prepared for the project.

Project VMT Evaluation
The Project VMT/Service Population would be 2.8% below the threshold under Project Baseline 2024 conditions and 7.8% below the threshold under Cumulative Year 2045 conditions. Therefore, the Project would result in a less-than-significant project-generated VMT impact, and no mitigation would be required.

Because the Project is consistent with assumptions from the Regional Transportation Plan/Sustainable Communities Strategy (RTP/SCS), the Project’s cumulative VMT impacts is considered less-than-significant.

4.4.z
Packet Pg. 3762 Attachment: Appendix K - VMT Analysis (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Hewitt and Esplanade Residential Project
VMT Analysis
4 2 INTRODUCTION
The scope of work for this VMT analysis was reviewed and approved by the City of San Jacinto and is provided in Appendix A. This VMT analysis was prepared in accordance with the approved scope of work.

This VMT analysis was prepared based on the requirements of the City of San Jacinto Traffic Impact Analysis Guidelines for Vehicle Miles Traveled and Level of Service Assessment (City’s Guidelines), June 2020.

2.1 Project Description
This technical study evaluates the potential impacts of VMT from the proposed development of 249 single family detached residential units (Project). The Project is located in the City of San Jacinto at the southwestern corner of Hewitt Street and Esplanade Avenue. The gross existing site area is approximately

24.476 acres. The Proposed Project zoning designation is consistent with the existing general plan land use and zoning of the site, both identified as Mixed Use (MU).

The Project’s site plan is shown in Figure 1.

4.4.z
Packet Pg. 3763 Attachment: Appendix K - VMT Analysis (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Hewitt and Esplanade Residential Project
VMT Analysis
5 Figure 1: Project Site Plan
Source: Summa Architecture

4.4.z
Packet Pg. 3764 Attachment: Appendix K - VMT Analysis (Esplanade Collection Planned Development and Tentative Tract Hewitt and Esplanade Residential Project
VMT Analysis
6 3 VEHICLE MILES TRAVELED BACKGROUND AND

SIGNIFICANCE THRESHOLD
Senate Bill (SB) 743 was signed by Governor Brown in 2013 and required the Governor’s Office of Planning and Research (OPR) to amend the California Environmental Quality Act (CEQA) Guidelines to replace level of service (LOS) as the appropriate method for evaluating transportation impacts under CEQA. SB 743 specified that the new criteria should promote the reduction of greenhouse gas emissions, the development of multimodal transportation networks, and a diversity of land uses. The bill also specified that delay-based LOS could no longer be considered an indicator of a significant impact on the environment under CEQA. In response, the Natural Resources Agency amended the CEQA Guidelines to include Section 15064.3, Determining the Significance of Transportation Impacts. This section states that vehicle miles traveled (VMT) is the most appropriate measure of a project’s transportation impacts and provides lead agencies with the discretion to choose the most appropriate methodology and thresholds for evaluating VMT. Section 15064.3(c) states that the provisions of the section shall apply statewide beginning on July 1, 2020.

3.1 City of San Jacinto VMT Screening Criteria
The City’s Guidelines provide the following screening thresholds to identify if a project would be considered to have a less-than significant impact on VMT and therefore could be screened out from further VMT analysis:

1. The project is located within a Transit Priority Area (TPA).

2. The project is in a low VMT-generating area.

3. The project type has been identified as a local-serving project type, or the project generates less than 500 daily vehicle trips.

If a project meets one of the criteria above, then the VMT impact of the project would be considered less-than-significant and no further analysis of VMT would be required.

3.2 VMT Significance Threshold
Projects not screened through the steps above should complete VMT analysis and forecasting through the Riverside County Model (RIVCOM) to determine if they have a significant VMT impact. A project would result in a significant project-generated VMT impact if either of the following conditions are satisfied:

1. The baseline project-generated VMT/Service Population (SP = employment + population) exceeds the Western Riverside Council of Governments (WRCOG) subregional VMT/ SP; or

2. The cumulative project-generated VMT/ SP exceeds the WRCOG subregional VMT/ SP.

The cumulative no project shall reflect the adopted Regional Transportation Plan/Sustainable Communities Strategy (RTP/SCS); as such, if a project is consistent with the regional RTP/SCS, then the cumulative impacts shall be considered less than significant subject to consideration of other substantial evidence.

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Packet Pg. 3765 Attachment: Appendix K - VMT Analysis (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Hewitt and Esplanade Residential Project
VMT Analysis
7 4 VEHICLE MILES TRAVELED ANALYSIS

4.1 VMT Screening Analysis
The applicability of each screening criterion to the Project is discussed below:

Screening Criteria 1 - Transit Priority Area (TPA) Screening Per the City’s Guidelines, projects located in a TPA may be presumed to have a less-than-significant impact. This presumption may NOT be appropriate if the project:

1. Has a floor area ratio (FAR) of less than 0.75;

2. Includes more parking for use by residents, customers, or employees of the project than required by the jurisdiction (if the jurisdiction requires the project to supply parking);

3. Is inconsistent with the applicable Sustainable Communities Strategy (as determined by the City of San Jacinto, with input from the Southern California Association of Governments [SCAG] or WRCOG); or

4. Replaces affordable residential units with a smaller number of moderate- or high-income residential units.

The WRCOG VMT screening tool output for TPA is shown in Figure 2. As shown in Figure 2, there are no TPAs in the City of San Jacinto. Therefore, the Project would not satisfy the requirements of Screening Criteria 1.

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Packet Pg. 3766 Attachment: Appendix K - VMT Analysis (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Hewitt and Esplanade Residential Project
VMT Analysis
8 Figure 2: TPA Output from WRCOG VMT Screening Tool

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Packet Pg. 3767 Attachment: Appendix K - VMT Analysis (Esplanade Collection Planned Development and Tentative Tract Hewitt and Esplanade Residential Project
VMT Analysis
9 Screening Criteria 2 - Low VMT Area Screening
The City’s guidelines include a screening threshold for projects located in a low-VMT generating area, which is defined as traffic analysis zones (TAZs) with a total daily VMT/SP that is less than the baseline level for the WRCOG region. For projects that are inconsistent with the land use assumptions coded into the projects’ TAZ, this screening criteria would not be appropriate, and the project would not satisfy the requirements of Screening Criteria 2.

The Project is located in TAZ 2192. As stated in the Introduction, the Project is consistent with the existing general plan land use of MU, and the Project land use is consistent with the land uses coded in the SocioEconomic Data (SED) within TAZ 2192. Consistent with the City’s Guidelines, the Project’s TAZ was analyzed using Origin-Destination (OD) VMT/SP. The Screening tool only has baselines calculated on a City scale and County scale; however the City’s Guidelines are based on the WRCOG region baseline.

Therefore, zero percent below the County baseline was used for the screening analysis as it is more comparable to the zero percent below WRCOG region baseline than the zero percent below City baseline. The WRCOG VMT screening tool output for low-VMT generating areas is shown in Figure 3.

As shown in Figure 3, the Project is not located in a low VMT generating area. Therefore, the Project would not satisfy the requirements of Screening Criteria 2.

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Packet Pg. 3768 Attachment: Appendix K - VMT Analysis (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Hewitt and Esplanade Residential Project
VMT Analysis
10 Figure 3: Low VMT Generating Area Output from WRCOG VMT Screening Tool

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Packet Pg. 3769 Attachment: Appendix K - VMT Analysis (Esplanade Collection Planned Development and Tentative Tract Hewitt and Esplanade Residential Project
VMT Analysis
11 Screening Criteria 3 - Project Type Screening
Per the City’s guidelines, projects which propose local-serving retail (defined as retail projects that are less than 50,000 square feet) or other local serving uses would have a less-than-significant impact on VMT. Types of projects that are considered local-serving include K-12 schools, local parks, day care centers, gas stations, banks, hair/nail salon, walk-in medical clinics/urgent care, and community institutions such as libraries, fire stations, etc.

The project type screening would also apply to projects which generate fewer than 500 daily net new vehicle trips.

The Project trip generation was analyzed using Single-Family Detached Housing (Land Use Code 210) trip rates from the Institute of Transportation Engineers (ITE), Trip Generation Manual 11th Edition, 2021.

Table 1 presents the estimated trip generation for the proposed Project. As shown in Table 1, the proposed Project is estimated to generate approximately 2,348 daily trips, 174 AM (45 inbound and 129 outbound) and 234 PM (147 inbound and 87 outbound) peak hour trips.

Table 1: Project Trip Generation
Because the Project does not propose a local serving land use and would generate more than 500 daily net new vehicle trips, the Project would not satisfy the requirements of Screening Criteria 3.

Because the Project would not meet any of the City’s screening criteria, a full analysis of VMT was prepared for the Project.

Land Use Units Daily In Out Total In Out Total
Trip Rates
Single-Family Detached Housing1 Dwelling Units 9.43 0.18 0.52 0.70 0.59 0.35 0.94 Proposed Project Trip Generation 249 2,348 45 129 174 147 87 234 1 Trip rates from the Institute of Transporation Engineers, Trip Generation,11th Edition, 2021. Land Use Code 210 Single Family Detached Housing.

AM Peak Hour PM Peak Hour

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Packet Pg. 3770 Attachment: Appendix K - VMT Analysis (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Hewitt and Esplanade Residential Project
VMT Analysis
12 4.2 VMT Analysis Methodology
The City’s Guidelines require use of RIVCOM for preparation of VMT analysis. RIVCOM includes validated scenarios for base year 2018 and cumulative year 2045.

As stated previously, the Project is located within TAZ 2192. Under the RIVCOM base year 2018 noproject scenario, TAZ 2192 consists of 564 total employment, 29 single family dwelling units and 1 multi family dwelling unit. Under the RIVCOM cumulative year 2045 no-project scenario, TAZ 2192 consists of 268 total employment, 29 single family dwelling units and 14 multi family dwelling unit.

The Project’s land use of 249 single family dwelling units was added into TAZ 2192’s SED, on top of the existing land use for the base year 2018 model and the cumulative year 2045 model via the RIVCOM incremental SED tool. Added Project land use directly to the Project TAZ without moving the original land use in the Project TAZ to an adjacent TAZ is a more conservative approach and may overestimate VMT. Additionally, TAZ 2192 would reasonably be able to accommodate all assumed existing land use plus the Project land use for base year 2018 and cumulative year 2045.

The model roadway network near the Project site was reviewed, no changes were necessary for the roadway network. The RIVCOM land use inputs can be found in Appendix B.

The Model was run for the base year 2018 and cumulative year 2045 no-project and with-project conditions (i.e. four full Model runs).

As noted in Section 3.2, the significance criteria from the City’s guidelines are as follows:

A project would result in a significant project-generated VMT impact if either of the following conditions are satisfied:

1. The project-generated VMT/SP exceeds the WRCOG Subregional VMT/SP; or

2. The cumulative project-generated VMT/SP exceeds the WRCOG Subregional VMT/SP.

The total OD VMT of TAZ 2192 was evaluated using the RIVCOM VMT post-processor, from the RIVCOM base year (2018) and cumulative year (2045) with-project model runs. To determine VMT/SP, the total OD VMT of TAZ 2192 is divided by the SP of TAZ 2192. The 2024 Project Baseline VMT/SP for TAZ 2192 was extrapolated using linear interpolation between the 2018 and 2045 Model outputs.

The WRCOG Subregional VMT/SP for Project baseline year 2024 was calculated from the RIVCOM base year (2018) and cumulative year (2045) without-Project model runs using linear interpolation. The WRCOG boundary is shown in Figure 4. All RIVCOM TAZs that were selected to calculate the VMT threshold are shown in Figure 5.

All RIVCOM VMT post-processor outputs can be found in Appendix C.

According to the City’s Guidelines, if a project results in a significant impact under either of the two impact criteria, feasible mitigation measures would be required to reduce the project impact to a lessthan-significant level.

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Packet Pg. 3771 Attachment: Appendix K - VMT Analysis (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Hewitt and Esplanade Residential Project
VMT Analysis
13 Figure 4: WRCOG Boundary
Source: WRCOG - Member Agencies

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Packet Pg. 3772 Attachment: Appendix K - VMT Analysis (Esplanade Collection Planned Development and Tentative Tract Hewitt and Esplanade Residential Project
VMT Analysis
14 Figure 5: WRCOG TAZ Selection

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Packet Pg. 3773 Attachment: Appendix K - VMT Analysis (Esplanade Collection Planned Development and Tentative Tract Hewitt and Esplanade Residential Project
VMT Analysis
15 4.3 Project-generated VMT Evaluation
The VMT analysis results per the City’s Guidelines are shown in Table 2. Based on the WRCOG region average, the OD VMT/SP is 34.6 for Base Year (2018) and 33.4 for Cumulative Year (2045). Therefore Based on the WRCOG region average, the VMT/SP threshold for baseline year 2024 is 34.2 VMT/SP.

The Project’s OD VMT/SP is 2.8% below the threshold under Project Baseline 2024 conditions and 7.8% below the threshold under Cumulative Year 2045 conditions. The result of TAZ 2192’s OD VMT/SP being lower under the with-project scenario compared to the no-project scenario (49.4 OD VMT/SP for TAZ 2192 under Baseline 2024 based on the WRCOG VMT screening tool) is expected and reasonable, since the Project adds population to a TAZ with significantly more employment than population, which would reduce the average trip length of home-based work trips of TAZ 2192. The Project also adds more service population to TAZ 2192.

Therefore, the Project would result in a less-than-significant VMT impact, and no mitigation would be required.

Table 2: VMT Analysis of Project Impact per City’s Guidelines Base Year 2018 Baseline 2024 Cumulative Year 2045
Project TAZ 2192 Total Origin Destination VMT 47,510 44,701 34,871 TAZ 2192 Population 840 845 864
TAZ 2192 Employment 564 498 268
TAZ 2192 Service Population 1,404 1,344 1,132
Project OD VMT/Service Population 33.8 33.3 30.8
WRCOG Region Total Origin Destination VMT 85,010,465 92,300,987 117,817,812 WRCOG Regionwide Population 1,889,968 2,065,880 2,681,571 WRCOG Regionwide Employment 570,349 631,684 846,356
WRCOG Regionwide Service Population 2,460,317 2,697,564 3,527,927 OD VMT/Service Population for WRCOG Region 34.6 34.2 33.4 % Above/Below Threshold - -2.8% -7.8%
Impact? - No No

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Packet Pg. 3774 Attachment: Appendix K - VMT Analysis (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Hewitt and Esplanade Residential Project
VMT Analysis
16 4.4 Project’s Cumulative Effect on VMT
According to the City’s Guidelines, if a project is consistent with the RTP/SCS, then the cumulative impacts shall be considered less-than-significant subject to consideration of other substantial evidence.

According to the Southern California Association of Government’s (SCAG) 2024-2050 RTP/SCS population growth forecast for San Jacinto, between 2019 and 2050, SCAG anticipates a population increase of 15,624 persons1 (from 53,400 in 2019 to 69,024 in 2050). The anticipated addition of 15,624 persons represents an approximately 22.6 percent increase in population from 2019 to 2050.

The Project would remain consistent with SCAG’s projected growth. Thus, the Project is consistent with assumptions from the RTP/SCS.

Because the Project is consistent with assumptions from the RTP/SCS, the Project’s cumulative VMT impacts is considered less-than-significant.
1 The 2050 population estimate was derived using the methodology presented in Section 4.5 of the SCAG Demographics & Growth Forecast Technical Report (2024) which states an estimate of the future City-level population based on Connect SoCal’s household forecast can be derived using a county-level Population: Housing ratio from TABLE 12 [of the SCAG document] and applying it to the City’s future household growth (Southern California Association of Governments, 2024).

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Packet Pg. 3775 Attachment: Appendix K - VMT Analysis (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Hewitt and Esplanade Residential Project
VMT Analysis
17 APPENDIX A – SCOPE OF WORK

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Packet Pg. 3776 Attachment: Appendix K - VMT Analysis (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) City of San Jacinto Vehicle Miles Traveled Policy
June 16, 2020
34 Project Scoping Form
This scoping form shall be submitted to the City of San Jacinto to assist in identifying infrastructure improvements that may be required to support traffic from the proposed project.

Project Identification:

Case Number:

Related Cases:

SP No.

EIR No.

GPA No.

CZ No.

Project Name:

Project Address:

Project Opening
Year:

Project
Description:

Consultant: Developer:

Name:

Address:

Telephone:

Fax/Email:

Trip Generation Information:

Trip Generation Data Source: ITE Trip Generation 11th Edition Current General Plan Land Use:

Current Zoning:

Hewitt and Esplanade Residential San Jacinto
Mixed Use (MU)
Mixed Use (MU)
Proposed General Plan Land Use:

Mixed Use (MU)
Proposed Zoning:

Mixed Use (MU)
EPD Solutions Inc Passco Pacifica LLC
3333 Michelson Dr #500,
Irvine, CA 92612
(949) 794-1180
[email protected]
249 Single Family Detached residential units, product 1 proposes of 126 units with 3 different plans, product 2 proposes 123 lots with 3 different plans. 333 City Boulevard West, 17th Floor
Orange, CA 92866
(714) 309-7257
PAR23-0004
Hewitt st & Esplanade Ave, San Jacinto, CA (APN 439-180-011) 2026

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Packet Pg. 3777 Attachment: Appendix K - VMT Analysis (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) City of San Jacinto Vehicle Miles Traveled Policy
June 16, 2020
35 Existing Trip Generation Proposed Trip Generation
In Out Total In Out Total
AM Trips
PM Trips
Trip Internalization: Yes No ( % Trip Discount)
Pass-By Allowance: Yes No ( % Trip Discount)
Potential Screening Checks
Is your project screened from specific analyses (see Page 8 of the guidelines related to LOS assessment and Page 9 related to VMT).

Is the project screened from LOS assessment? Yes No
LOS screening justification (see Page 8 of the guidelines):

Is the project screened from VMT assessment? Yes No
VMT screening justification (see Page 9 of the guidelines):
45 129 174
147 87 234
x
x
0 0
0 0
0 0
x
x

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Packet Pg. 3778 Attachment: Appendix K - VMT Analysis (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) City of San Jacinto Vehicle Miles Traveled Policy
June 16, 2020
36 Level of Service Scoping
 Proposed Trip Distribution (Attach Graphic for Detailed Distribution):

North South East West
% % % %
 Attach list of Approved and Pending Projects that need to be considered (provided by the lead agency and adjacent agencies)
 Attach list of study intersections/roadway segments
 Attach site plan
 Note other specific items to be addressed:
o Site access: The two local access points are via E Esplanade Avenue and Commonwealth Avenue.
o On-site circulation: Site would have private roads while project proposed driveways would be full access.
o Parking: Required parking would be 498, proposed project provides 908 parking spots, where 246 are private driveway stalls and 164 would be 164 on street stalls. o Consistency with Plans supporting Bikes/Peds/Transit
o Other
 Date of Traffic Counts
 Attach proposed analysis scenarios (years plus proposed forecasting approach)  Attach proposed phasing approach (if the project is phased) VMT Scoping
For projects that are not screened, identify the following:
 Travel Demand Forecasting Model Used
 Attach WRCOG Screening VMT Assessment output or describe why it is not appropriate for use
 Attach proposed Model Land Use Inputs and Assumed Conversion Factors (attach) 25 45 10 20

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Packet Pg. 3779 Attachment: Appendix K - VMT Analysis (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Table 1: Proposed Trip Generation

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Packet Pg. 3780 Attachment: Appendix K - VMT Analysis (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Figure 1: Project Site Plan

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Packet Pg. 3781 Attachment: Appendix K - VMT Analysis (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Figure 2: Project Location

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Packet Pg. 3782 Attachment: Appendix K - VMT Analysis (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Figure
3: Project Study Area

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Packet Pg. 3783 Attachment: Appendix K - VMT Analysis (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Figure
4: Project Trip Distribution

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Packet Pg. 3784 Attachment: Appendix K - VMT Analysis (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) 1 Attachments
Project Name: Hewitt St and E Esplanade Ave Residential Study Intersections: The following 14 intersections and 2 project driveways are proposed to be included in the study area:

1. E Commonwealth Ave/S Hewitt St

2. S Hewitt St/E Esplanade Ave

3. Shaver St/S Hewitt St

4. E Commonwealth Ave/S San Jacinto Ave

5. E Esplanade Ave/S San Jacinto Ave

6. E 7th St/San Jacinto Ave

7. E Menlo Ave/S San Jacinto Ave

8. E Oakland Ave/N San Jacinto Ave

9. E Devonshire Ave/N San Jacinto Ave

10. E Esplanade Ave/Project Dwy 1

11. E Commonwealth Ave/Project Dwy 2

12. W Esplanade Ave/S Santa Fe Ave

13. E 7th St/S Hewitt St

14. Main St/S Hewitt St

15. E Washington Ave/Hewitt St

16. San Jacinto Ave/Shaver St
Proposed Scenarios
• Existing Conditions.
• Background Conditions.
• Background Plus Project Conditions.
• Horizon Year: 2026, Growth rate will be determined by RIVCOM.

Trip Distribution Justification
A. The Proposed Project would be Single-Family Residential B. Project is located on Parcel Number 439-180-011, Product 1 (Alley Clust) has 12.39 DU per acre and Product 2 (Small Lot Detached) has 9.2 DU per acre.

C. Conditions of roadway network will be determined during the analysis process in the previously mentioned Proposed Scenarios.

D. Land uses in the vicinity are made up of Residential Medium Density north & east of the project, while there are Mixed Use (MU) and Commercial General (CG) land uses south & west of the project.

E. Trip Distribution was determined based on assumptions made from the roadway network, and surrounding land uses that would attract residential based trips. This distribution would be adjusted if needed based on the counts taken once the analysis process begins.

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Packet Pg. 3785 Attachment: Appendix K - VMT Analysis (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) WRCOG Screening Tool Results OD VMT Per Service Population Proposed Model Land Use Inputs and Assumed Conversion Factors TAZ: 2192
Single Family Homes: 249
For every 1 Single Family Home, the project would assume 1 SFDU.

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Packet Pg. 3786 Attachment: Appendix K - VMT Analysis (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Hewitt and Esplanade Residential Project
VMT Analysis
18 APPENDIX B – RIVCOM LANDUSE INPUTS

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Packet Pg. 3787 Attachment: Appendix K - VMT Analysis (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Step 1: Review orginal 2045 RIVCOM data
TAZ SFDU MFDU GQPopulation TotEmp Agriculture Construction Manufacture Wholesale Retail Transportation Information FIRE Professional Educational ArtEnt OthService PubAdmin K8Enrollment G912Enrollment CollegeEnroll 2192 29 14 0 268 0 4 0 0 160 0 33 2 0 58 4 7 0 0 0 0
Step 2: Add Project Land Use to TAZs
Incremental SED data for RIVCOM
TAZ SFDU MFDU GQPopulation TotEmp Agriculture Construction Manufacture Wholesale Retail Transportation Information FIRE Professional Educational ArtEnt OthService PubAdmin K8Enrollment G912Enrollment CollegeEnroll 2192 249 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Step 3: Model to Calculate Final TAZ Land Use
TAZ SFDU MFDU GQPopulation TotEmp Agriculture Construction Manufacture Wholesale Retail Transportation Information FIRE Professional Educational ArtEnt OthService PubAdmin K8Enrollment G912Enrollment CollegeEnroll 2192 278 14 0 268 0 4 0 0 160 0 33 2 0 58 4 7 0 0 0 0

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Packet Pg. 3788 Attachment: Appendix K - VMT Analysis (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Step 1: Review orginal 2018 RIVCOM data
TAZ SFDU MFDU GQPopulation TotEmp Agriculture Construction Manufacture Wholesale Retail Transportation Information FIRE Professional Educational ArtEnt OthService PubAdmin K8Enrollment G912Enrollment CollegeEnroll 2192 29 1 0 564 0 4 0 0 223 0 43 17 0 207 63 7 0 0 0 0
Step 2: Add Project Land Use to TAZs
Incremental SED data for RIVCOM
TAZ SFDU MFDU GQPopulation TotEmp Agriculture Construction Manufacture Wholesale Retail Transportation Information FIRE Professional Educational ArtEnt OthService PubAdmin K8Enrollment G912Enrollment CollegeEnroll 2192 249 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Step 3: Model to Calculate Final TAZ Land Use
TAZ SFDU MFDU GQPopulation TotEmp Agriculture Construction Manufacture Wholesale Retail Transportation Information FIRE Professional Educational ArtEnt OthService PubAdmin K8Enrollment G912Enrollment CollegeEnroll 2192 278 1 0 564 0 4 0 0 223 0 43 17 0 207 63 7 0 0 0 0

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Packet Pg. 3789 Attachment: Appendix K - VMT Analysis (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Hewitt and Esplanade Residential Project
VMT Analysis
19 APPENDIX C – RIVCOM VMT POST-PROCESSOR OUTPUTS

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Packet Pg. 3790 Attachment: Appendix K - VMT Analysis (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Scenario: D:\RIVCOM\rivcom_model\scenarios\BY18_23-100
TAZ Daily_Home-Based (incl. IEHB) Prod VMT Daily_HBW (incl. EIHBW) Attr VMT Daily_Total Auto OD From VMT Daily_Total Auto OD To VMT Daily_Total Auto OD Intra VMT Daily_Total Truck OD From VMT Daily_Total Truck OD To VMT Daily_Total Truck OD Intra VMT Daily_Total OD From VMT Daily_Total OD To VMT Daily_Total OD Intra VMT Daily_Total_TripLen Population Employment Enrollment ODVMT/SP 2192 13704.34766 10094.10742 22869.19531 24640.92578 104.307129 1067.012085 1072.959229 1.570457 23936.20898 25713.88281 105.877586 6.929089 840 564 0 33.83912

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Packet Pg. 3791 Attachment: Appendix K - VMT Analysis (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) Scenario: D:\RIVCOM\rivcom_model\scenarios\FY45_23-100
TAZ Daily_Hom Daily_HBW Daily_Total Auto OD From VMT Daily_Total Auto OD To VMT Daily_Total Auto OD Intra VMT Daily_Tota Daily_Tota Daily_Tota Daily_Tota Daily_Tota Daily_Tota Daily_Tota Population Employme EnrollmentODVMT/SP 2192 14000.53 4320.776 17132.19141 17739.04297 36.196136 708.5311 706.8664 0.740154 17840.72 18445.91 36.9363 7.284094 864 268 0 30.80498

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Packet Pg. 3792 Attachment: Appendix K - VMT Analysis (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) TAZ Daily_Hom Daily_HBW Attr VMT Daily_Total Auto OD From VMT Daily_Total Auto OD To VMT Daily_Total Auto OD Intra VMT Daily_Tota Daily_Tota Daily_Tota Daily_Total OD From V Daily_Total OD To VMT Daily_Total OD Intra VMT Daily_Tota Population Employme Enrollment 1 5.996985 0 21.452179 25.187468 0.000054 1.973007 1.974831 0.000004 23.425186 27.1623 0.000057 13.05774 2 0 0 2 0 0 30.442463 44.155159 0 0 0 0 30.442463 44.155159 0 6.959203 0 0 0 3 0 0 33.744667 48.69397 0 0 0 0 33.744667 48.69397 0 7.092393 0 0 0 4 0 0 32.65184 47.484005 0 0 0 0 32.65184 47.484005 0 7.689776 0 0 0 5 25.98178 262.06012 295.903137 327.706635 0.01134 8.108033 8.116796 0.000025 304.011169 335.823425 0.011365 14.46219 4 11 0 6 245.9824 23.451824 377.330383 361.709595 0.033071 38.89286 38.92592 0.000674 416.223236 400.635529 0.033746 10.62734 39 1 0 7 394.4305 47.926342 556.974487 527.032227 0.080516 53.49306 53.53558 0.001404 610.467529 580.567871 0.08192 10.53897 57 2 0 8 0 0 32.360012 47.208866 0 0 0 0 32.360012 47.208866 0 7.125667 0 0 0 9 420.7961 2390.708496 3538.656982 3722.608643 2.00422 99.6824 99.79989 0.004518 3638.339355 3822.408691 2.008738 8.919031 60 96 1082 10 0 0 31.38446 45.655464 0 0 0 0 31.38446 45.655464 0 6.634229 0 0 0 11 155.6083 159.605194 318.058533 316.967072 0.041877 5.413499 5.427582 0.000084 323.472046 322.394623 0.041961 19.2696 6 5 0 12 0 0 33.280182 48.386841 0 0 0 0 33.280182 48.386841 0 7.68808 0 0 0 13 39478.74 12294.85938 42154.17578 39816.80469 203.739288 3217.016 3220.08 3.52645 45371.19141 43036.88672 207.265732 12.62895 2893 532 0 14 25522.45 13073.7207 40141.90625 40175.35938 419.778992 2674.977 2682.148 3.9233 42816.88281 42857.51172 423.702301 11.63852 2041 601 0 15 40165.04 1816.390381 30483.96484 26494.83984 115.416321 1175.457 1178.125 1.776508 31659.42188 27672.96484 117.192825 13.29838 2001 71 72 16 1307.422 0 917.861145 778.415161 0.215215 34.1732 34.25266 0.001582 952.034424 812.667847 0.216797 15.49823 55 0 0 17 4944.95 945.21228 4594.098633 4222.078125 3.566365 191.1145 191.5823 0.019582 4785.213379 4413.660156 3.585947 12.02554 314 41 0 18 6725.039 10936.18359 20948.35547 22161.60156 129.615448 943.6697 946.5831 0.350182 21892.02344 23108.18555 129.965637 9.588295 528 493 0 19 0 0 33.015003 48.102844 0 0 0 0 33.015003 48.102844 0 7.482833 0 0 0 20 0 0 33.825539 49.382824 0 0 0 0 33.825539 49.382824 0 7.393565 0 0 0 21 0 0 32.07933 46.742107 0 0 0 0 32.07933 46.742107 0 7.835068 0 0 0 22 34934.46 1050.834961 28572.14063 25840.59766 139.026932 1323.937 1327.873 0.993057 29896.07617 27168.4707 140.019989 11.19652 2214 49 202 23 0 0 37.207695 54.244553 0 0 0 0 37.207695 54.244553 0 5.764425 0 0 0 24 0 0 34.226929 49.764027 0 0 0 0 34.226929 49.764027 0 7.072786 0 0 0 25 0 399.616089 456.076843 520.537048 0.034788 0 0 0 456.076843 520.537048 0.034788 10.6993 0 19 0 26 0 0 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9695.819336 38839.71875 38714.875 186.064743 2382.799 2339.092 2.124466 41222.51563 41053.96484 188.189209 9.272867 2171 520 0 82 0 884.744324 1431.024414 1573.944702 0.082651 0 0 0 1431.024414 1573.944702 0.082651 7.496237 0 45 412 83 56.62457 261.023773 286.976654 303.556946 0.005785 28.49055 29.02773 0.000373 315.467224 332.584686 0.006158 19.9082 3 12 0 84 0 5986.016113 9836.404297 10713.24219 5.154749 9.176289 9.213011 0.000055 9845.581055 10722.45508 5.154804 7.900404 0 293 2955 85 0 0 36.136726 53.974052 0 0 0 0 36.136726 53.974052 0 11.14809 0 0 0 86 0 0 34.142502 50.962673 0 0 0 0 34.142502 50.962673 0 12.94214 0 0 0 87 12263.08 79.948875 10050.41113 9129.027344 11.92946 482.7963 483.5162 0.106741 10533.20801 9612.543945 12.0362 10.98919 770 4 0 88 0 0 33.232334 49.207108 0 0 0 0 33.232334 49.207108 0 10.1154 0 0 0 89 0 0 33.583656 49.87645 0 0 0 0 33.583656 49.87645 0 14.1873 0 0 0 90 0 0 27.993202 42.050934 0 0 0 0 27.993202 42.050934 0 17.76104 0 0 0 91 59739.41 589.308716 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11094.18 464.357239 9281.267578 8561.986328 7.866021 407.2298 408.5819 0.095516 9688.49707 8970.567383 7.961537 10.48245 705 24 0 100 32143.85 723.137817 27248.16406 25178.10547 43.320534 1390.903 1394.587 0.741672 28639.07031 26572.69336 44.062202 10.07178 2321 38 0 101 7392.24 1773.313477 8843.071289 8620.080078 6.726594 370.4816 371.7056 0.053759 9213.552734 8991.785156 6.780353 8.593294 536 93 855 102 8813.284 862.036499 8704.410156 8216.714844 8.404612 431.1398 431.7866 0.083178 9135.549805 8648.500977 8.48779 10.40744 633 45 0 103 5342.046 819.845459 5347.746094 5093.865723 1.891568 251.8036 252.6393 0.023172 5599.548828 5346.504883 1.91474 10.11596 387 44 0 104 4093.762 427.662964 4188.269043 3961.787354 1.253583 279.8355 280.7124 0.029992 4468.104492 4242.5 1.283575 10.16284 347 23 0 105 1313.925 4948.488281 8078.737305 8771.861328 5.602318 584.4231 590.86 0.08316 8663.160156 9362.72168 5.685478 10.38207 109 259 0 106 4882.02 8187.914063 14665.32227 15691.47559 16.820276 823.012 826.088 0.219792 15488.33398 16517.56445 17.040068 10.22309 431 433 0 107 1308.146 6127.677734 10502.79395 11604.03223 26.887682 701.5928 703.7645 0.189178 11204.38672 12307.79688 27.07686 9.016767 108 320 0 108 6952.014 228.315247 6843.510254 6407.378906 2.532216 352.0417 354.2485 0.034006 7195.552734 6761.62793 2.566223 9.329214 546 12 286 109 2013.53 438.123169 2768.342285 2727.505615 0.288676 218.8615 219.4655 0.011655 2987.203613 2946.971191 0.300331 11.16193 179 23 0 110 450.6154 1464.368164 2603.678467 2798.070801 0.540696 203.3663 203.9301 0.010055 2807.044678 3002.000732 0.55075 11.31829 43 76 0 111 1614.734 12718.95508 18116.50977 20048.48242 20.867277 973.8262 977.8737 0.274541 19090.33594 21026.35742 21.141819 9.684831 164 676 706 112 56.71823 136.826813 208.256317 222.472458 0.001526 24.96302 25.00415 0.000151 233.21933 247.476578 0.001677 13.33212 10 7 0 113 957.5512 8550.351563 8046.219238 8644.323242 4.098344 1090.012 1091.881 0.440824 9136.231445 9736.205078 4.539168 17.14427 74 412 0 114 16301.26 14320.35938 28379.52344 29199.29102 74.610764 1316.608 1320.456 0.778887 29696.13086 30519.74609 75.389648 10.39149 1124 735 0 128 5512.069 430.837036 5144.184082 4700.547852 3.857954 271.5857 272.5221 0.042823 5415.769531 4973.069824 3.900778 13.5796 329 20 0 129 9642.887 2633.933594 10377.3418 9627.625977 22.741077 474.673 476.6814 0.265296 10852.01465 10104.30664 23.006374 15.83461 470 106 259 130 0 0 35.251381 51.169296 0 0 0 0 35.251381 51.169296 0 10.02031 0 0 0 131 0 0 37.744698 54.663467 0 0 0 0 37.744698 54.663467 0 7.513009 0 0 0 132 0 1826.738525 2505.023926 2760.06543 1.736102 148.3579 148.9762 0.007058 2653.381836 2909.041504 1.74316 12.04703 0 83 0 133 0 0 35.121674 50.889725 0 0 0 0 35.121674 50.889725 0 8.777048 0 0 0 134 0 0 37.639961 54.843811 0 0 0 0 37.639961 54.843811 0 9.092385 0 0 0 135 0 0 31.049271 45.233982 0 0 0 0 31.049271 45.233982 0 10.79 0 0 0 136 0 0 202.190475 208.734726 0 0 0 0 202.190475 208.734726 0 6.334447 0 0 180 137 12194.03 2401.074951 13520.48242 12661.33496 34.483685 652.6372 655.5717 0.149878 14173.12012 13316.90625 34.63356 13.80118 687 108 0 138 23358.74 8102.119141 31801.21484 30834.80273 166.696533 1849.69 1851.539 1.442767 33650.90625 32686.33984 168.139297 11.85014 1669 379 0 139 9706.629 2463.370605 10790.25977 10039.72852 11.284869 468.6193 470.6145 0.123624 11258.87891 10510.34375 11.408493 16.23671 445 102 0 140 9969.888 237.520294 8627.075195 7728.096191 12.431914 475.1191 477.1426 0.106802 9102.194336 8205.238281 12.538715 16.12684 486 10 0 141 267.883 0 229.440445 208.287689 0.008222 10.05741 10.10157 0.000049 239.497849 218.389252 0.008271 14.05429 13 0 0 142 9940.778 849.769775 8947.00293 8184.182617 5.518295 508.1846 511.2097 0.156272 9455.1875 8695.392578 5.674567 15.64246 498 38 0 143 6629.903 218.129974 6470.400879 5929.097656 7.092213 410.4525 412.1487 0.082167 6880.853027 6341.246094 7.17438 14.71828 361 10 0 144 1144.746 3342.253174 5723.887695 5968.470215 4.006738 239.4456 240.1826 0.017207 5963.333496 6208.65332 4.023945 11.39892 137 153 668 145 75.61777 3272.008789 3319.704102 3597.55127 0.461115 234.1244 235.2171 0.01293 3553.828613 3832.768311 0.474045 15.95479 7 154 0 146 3861.929 8432.248047 12084.41406 12553.26172 7.337218 797.5819 801.4529 0.175011 12881.99609 13354.71484 7.51223 14.57453 279 404 0 147 12035.43 3860.959473 14829.34961 14244.42481 20.089733 880.9752 884.0638 0.30797 15710.32422 15128.48828 20.397701 12.09768 848 190 0

4.4.z
Packet Pg. 3793 Attachment: Appendix K - VMT Analysis (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) 148 22926.93 3536.937744 23770.53906 22060.16797 82.067139 1253.715 1257.866 0.80406 25024.25391 23318.03516 82.871201 12.69508 1544 167 0 149 67.906530 86.021133 84.782288 0.001713 5.795272 5.820064 0.000015 91.816414 90.602356 0.001728 13.84668700 150 271.1641 26971.96094 36803.96875 40497.35938 257.778503 2211.939 2221.924 1.362809 39015.91406 42719.28125 259.141327 11.12813 17 12880 151 22582.9 123.575546 19558.9375 17737.99609 35.628944 1115.064 1118.215 0.573737 20674.00195 18856.21094 36.202682 13.35475 122660 15200 38.558018 56.0189210000 38.558018 56.0189210 6.9513000 153 3110.792 506.224884 2975.445068 2741.986084 1.151127 195.4677 196.4004 0.025753 3170.912598 2938.386475 1.17688 14.36091 157 240 154 1679.156 858.638184 3023.420166 2972.307617 1.332212 198.029 198.8275 0.013111 3221.448975 3171.135254 1.345323 12.60136 202 390 155 115116.1 4601.564453 85907.57031 77071.92188 667.111328 2552.149 2554.867 7.973166 88459.71094 79626.78906 675.084534 14.10031 4661 2420 156 69965.52 4972.562012 55393.57813 50842.58594 378.205872 2052.012 2049.223 3.392926 57445.58984 52891.80469 381.598785 12.80694 3269 2780 157 33369.05 1529.908325 24157.94727 21584.05859 35.7276 843.1932 843.7027 0.878808 25001.14258 22427.76172 36.606411 14.95534 1234 76 0 158 778.0023 42.118557 631.794128 565.777466 0.106799 23.04693 23.04178 0.000822 654.841064 588.819275 0.107622 13.5996 4120 159 11065.67 20181.15625 31169.1875 33412.83594 162.507935 1239.694 1237.981 1.198227 32408.88281 34650.82031 163.706161 11.46141 522 11520 160 76739.74 2021.991089 53589.49609 45774.24219 252.797546 1058.986 1058.76 1.675893 54648.48438 46833.00781 254.473465 15.64306 2843 950 16100 60.310417 89.8872760000 60.310417 89.8872760 7.326344000 332 55645.83 1699.560181 57468.02734 53562.09375 93.416 2267.078 2288.048 0.562654 59735.10938 55850.14063 93.978653 11.48603 3714 970 333 13452.82 295.084717 16232.99219 15472.80762 5.420283 761.1051 764.3453 0.073257 16994.09766 16237.1543 5.493541 11.80392 1088 170 33400 44.470589 64.4694060000 44.470589 64.4694060 10.93611000 335 3366.453 927.804199 5317.15918 5160.609375 0.737349 271.5082 270.5685 0.007487 5588.666992 5431.177734 0.744835 15.48547 190 49 0 336 19226.46 539.115723 21285.16406 19567.73828 12.378366 908.3654 901.8343 0.090541 22193.53125 20469.57031 12.468906 13.72537 1185 290 337 30572.37 3119.987793 38532.77344 36641.57813 39.366737 1860.776 1855.976 0.427511 40393.54688 38497.55859 39.79425 14.31145 1783 1710 338 27634.09 679.664673 30570.08203 28234.46484 20.89847 1340.678 1336.597 0.185273 31910.75781 29571.0625 21.083742 13.2269 1708 380 339 25460.96 1781.192871 30933.83984 29283.05664 23.517321 1360.991 1365.676 0.255073 32294.83008 30648.73438 23.772392 11.92945 1718 102 706 340 86157.42 13007.7832 106952.2344 100277.5938 404.885468 4803.017 4788.667 2.318948 111755.25 105066.2656 407.204407 13.71406 5499 696 769 341 23987.31 5514.055664 31260.66211 29697.81055 27.422235 1263.85 1262.18 0.147535 32524.51172 30959.98828 27.569771 16.82783 1080 2810 342 12079.79 240.246216 11303.68359 10026.86133 5.166783 377.9444 376.6011 0.019696 11681.62695 10403.46289 5.186479 15.31984 564 120 343 8909.371 370.248993 8043.399902 7147.651367 3.239407 251.0995 250.1978 0.010303 8294.5 7397.848633 3.24971 15.82341 384 180 344 68882.34 6846.787598 80145.95313 74319.51563 146.342224 3267.59 3261.962 0.667983 83413.53906 77581.48438 147.010208 16.79406 3180 351 0 3450 763.85437 1453.294678 1600.324463 0.029412 93.8769 94.97998 0.000534 1547.171631 1695.304321 0.029946 12.841010 450 3460 1338.885498 2560.478516 2813.79834 0.092002 181.4763 183.5892 0.00194 2741.955078 2997.387451 0.093942 12.788010 790 3470 2919.200684 5509.245117 5943.000488 2.856808 345.1836 343.5471 0.015474 5854.428711 6286.546875 2.872282 17.108260 1520 348 1627.468 2085.596191 6438.576172 6603.517578 1.114731 297.2722 300.7343 0.009877 6735.848633 6904.251953 1.124608 10.23176 113 118 915 3490 15668.75391 21113.13672 22706.50977 3.738678 3314.723 3327.675 0.789726 24427.85938 26034.18555 4.528404 17.441080 9150 3500 76143.98438 102011.4531 109723.3828 126.040726 15876.33 15950.49 20.71754 117887.7734 125673.8672 146.75827 18.591940 43240 3510 47184.82813 63955.97656 68695.92188 107.944962 11093.39 11170.84 13.36546 75049.36719 79866.76563 121.310425 18.808580 25720 3520 42593.15234 48891.58984 52128.44531 20.949932 13599.98 13739.68 23.74731 62491.57031 65868.125 44.697239 21.96206 0 22900
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10.95066 268 1420

4.4.z
Packet Pg. 3794 Attachment: Appendix K - VMT Analysis (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) 453 13601.14 1131.58728 18764.39648 18447.41211 4.106269 966.6238 967.4502 0.057041 19731.02148 19414.86328 4.163311 9.246249 1451 70 0 454 11384.75 7088.21582 27630.25586 28699.30273 13.003016 1959.807 1986.504 0.213962 29590.0625 30685.80469 13.216979 10.26688 1095 4300 455 1392.717 598.504395 2767.140625 2860.238281 0.072157 174.1487 176.991 0.001671 2941.289307 3037.229248 0.073827 9.025909 154 370 456 1239.577 762.451782 3040.875977 3173.643799 0.072618 218.8879 221.2622 0.002343 3259.763916 3394.906006 0.074961 9.223681 146 470 4570 20841.30859 27683.54297 29228.33203 4.146973 3241.996 3250.352 0.787255 30925.53906 32478.68359 4.934228 18.330760 12240 4580 3173.202148 3977.259766 4282.06543 0.119672 469.8462 485.3843 0.021027 4447.106445 4767.449707 0.140699 19.984960 1740 4590 2896.2146 3874.727051 4162.786133 0.054346 465.1475 466.8895 0.013477 4339.874512 4629.675293 0.067823 17.919350 1740 460 1161.229 422.94342 2069.847168 2086.815186 0.026877 138.3681 140.6769 0.001074 2208.215576 2227.491943 0.027951 10.55472 128 260 4610 21397.80469 27049.14258 29153.59766 0.9513 2029.167 2054.134 0.257113 29078.31055 31207.73047 1.208413 18.971880 12950 4620 1369.1698 1836.419434 1977.296875 0.01557 219.8914 220.6174 0.003417 2056.310791 2197.914307 0.018987 18.02921 0 800
4630 9151.96582 12292.35254 13187.41211 0.511031 1473.43 1479.296 0.124428 13765.7832 14666.70801 0.635459 17.841320 5450 4640 1084.455322 1376.400024 1492.80957 0.003154 102.3 103.7621 0.000676 1478.700195 1596.571777 0.003831 19.213460 640 4650 697.857117 1153.407959 1260.200317 0.009385 211.3921 213.0508 0.001958 1364.800049 1473.250977 0.011343 13.282710 420 4660 2280.714844 3677.053467 4008.773926 0.098768 692.5901 700.6439 0.023758 4369.643555 4709.417969 0.122526 13.261030 1380 4670 25928.73438 35280.11328 37860.63281 2.146488 4299.937 4330.682 0.884993 39580.04688 42191.3125 3.031482 17.195120 15670 468 260.2433 3156.424316 4674.123047 4985.296387 0.05612 539.0407 542.6503 0.016612 5213.164063 5527.946777 0.072732 16.0114 27 1930 4690 1370.041016 2217.515625 2421.949219 0.029215 416.8037 421.5538 0.008744 2634.319336 2843.50293 0.037959 13.07830 840 470 355.776 19055.56641 32417.13477 35028.11328 7.47166 6019.774 6059.221 1.746797 38436.91016 41087.33203 9.218456 13.46944 70 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4.4.z
Packet Pg. 3795 Attachment: Appendix K - VMT Analysis (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) 621 57652.16
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672 18375.08 331.344299 16881.64648 16635.62695 34.373184 1067.956 1066.968 1.545118 17949.60156 17702.59375 35.918301 7.746114 1999 23 0 673 60192.05 10873.7334 54301.67578 52954.24609 321.928345 3502.811 3511.052 12.84955 57804.48828 56465.29688 334.777863 9.78069 4891 6830 674 14261.7 1445.943359 14980.79492 14787.81836 25.564161 700.9984 702.7496 0.654258 15681.79297 15490.56836 26.21842 6.704115 1512 101 1047 675 15489.25 11435.64258 26632.44141 28867.04102 117.487289 795.15 797.5021 1.121394 27427.59375 29664.53906 118.608681 6.945394 1582 8010 676 15869.59 2764.004395 15234.17383 15286.43164 26.616119 450.4478 451.649 0.298647 15684.62207 15738.08008 26.914766 7.253106 1392 1900 677 8783.902 7981.943359 18152.91016 19758.10938 52.814312 968.835 968.0986 1.495913 19121.74414 20726.20703 54.310226 7.030216 1084 5520 678 22723.21 3995.134277 26894.80469 27648.35938 104.497681 1618.258 1620.301 3.389443 28513.06445 29268.66016 107.887123 7.339477 2850 2770 679 6632.226 3545.19873 10849.10156 11703.78613 13.434622 462.2706 463.3296 0.251486 11311.37109 12167.11621 13.686107 6.285904 841 2520 680 1667.916 8495.25293 17653.19922 20195.00195 106.649841 1109.474 1111.792 1.393469 18762.67188 21306.79297 108.043312 6.190067 216 581 0 681 10354.83 12652.08008 25617.76563 28516.71875 89.177841 957.9396 960.067 1.052021 26575.70508 29476.78516 90.229866 7.371024 1345 8450 682 17961.09 9386.702148 30355.07813 32408.50781 142.567932 1365.766 1368.775 1.935738 31720.84375 33777.28516 144.503677 7.396232 1985 6280 683 3471.592 14203.31836 28386.35938 32407.48438 302.859253 1151.627 1154.341 1.346384 29537.98633 33561.82422 304.205658 6.78797 461 9430 684 37632.02 9393.505859 44198.67188 45080.13672 280.670654 1905.182 1910.221 4.056399 46103.85156 46990.35938 284.727051 8.052641 3103 6030 6850 375.039551 713.499634 812.042114 0.09217 52.4932 52.54049 0.004428 765.99292 864.582581 0.096598 9.7239770 210 686 4575.939 3054.262207 9294.288086 9970.955078 26.581005 666.6077 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4.4.z
Packet Pg. 3796 Attachment: Appendix K - VMT Analysis (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) 859 54706.1 4516.360352 61745.70313 57789.14453 87.737946 2748.331 2753.951 1.516387 64494.03125 60543.09766 89.254341 12.99564 3370 272 21 860 35045.48 11724.58789 55997.5625 53999.42188 54.503559 2891.825 2889.273 1.130324 58889.38672 56888.69531 55.633884 14.42859 2133 693 733 86100 48.88522 71.1092830000 48.88522 71.1092830 9.392056000 862 31444.34 806.815796 36763.60938 33913.33594 62.604095 1325.617 1332.665 0.163901 38089.22656 35246.00391 62.76799 11.41923 2058 47 1487 863 1.678026 14756.375 27104.40234 27984.30273 3.612559 2002.107 1998.243 0.148455 29106.51172 29982.54297 3.761015 21.967041 8670 864 256.9113 6855.931641 11886.62012 12192.80762 0.221554 137.4557 137.58 0.00084 12024.07617 12330.38672 0.222394 24.21456 19 4030 865 4161.464 25589.28516 47197.89063 48260.59375 6.965438 7171.337 7137.403 3.035055 54369.22656 55397.99609 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4.4.z
Packet Pg. 3797 Attachment: Appendix K - VMT Analysis (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) 1028 5.559247
0 38.387096 51.302017 0.000019 1.877459 1.876349 0.000001 40.264553 53.17836 0.000021 11.01583 1 00
1029 16618.04 2432.75293 14396.38281 13518.27734 10.877625 447.9084 448.1539 0.082667 14844.29102 13966.43164 10.960292 13.93193 689 1250 1030 4521.132 60.22953 3377.175293 3020.206543 0.637772 99.23943 99.20573 0.004431 3476.414551 3119.412354 0.642203 13.88682 18130 1031 11517.48 142.060181 8460.518555 7514.642578 5.099785 263.6719 263.8297 0.037814 8724.19043 7778.47168 5.137599 14.67941 45970 1032 24636.12 2658.919434 19947.01563 18225.85938 22.123318 515.0283 515.1854 0.127831 20462.04492 18741.04492 22.251148 14.22291 1051 1330 1033 1922.873 138.538666 1551.398438 1441.259521 0.087628 49.64888 49.66443 0.000981 1601.047241 1490.924072 0.088609 14.31786 6370 1034 59.887680 82.064941 92.095016 0.0005 3.677903 3.678733 0.000006 85.742836 95.773743 0.000507 10.91967500 1035 168.6329 927.513672 1273.745361 1412.682495 0.185897 116.8529 116.897 0.004657 1390.598145 1529.579468 0.190554 11.164629 480 1036 52578.84 3406.687012 42140 37982.98438 265.635864 1147.113 1147.439 0.773639 43287.10938 39130.42188 266.409515 14.17256 2305 165 905 1037 33.34372 7730.649414 18347.33984 20829.58594 166.790115 2121.958 2122.543 1.90582 20469.29688 22952.13086 168.695923 10.74949 3 3860
10380 3465.752441 4581.318359 5253.598633 1.598779 144.7145 144.6839 0.008312 4726.032715 5398.282227 1.607091 9.3666730 1960 10390 3178.061035 4456.334961 5064.249512 6.503687 229.7675 230.1478 0.035222 4686.102539 5294.397461 6.538909 10.362010 1790 1040 6015.161 73.348976 4355.861816 3886.732422 1.918428 138.2312 138.7307 0.018784 4494.092773 4025.463135 1.937212 12.95346 25540 10410 6229.552246 8197.983398 9313.146484 16.425608 642.4951 642.0291 0.209859 8840.478516 9955.175781 16.635468 11.619630 3370 10420 3565.166016 4838.513672 5510.867188 5.289296 391.2091 390.9434 0.077266 5229.722656 5901.811035 5.366562 10.78290 2000 10430 8930.436523 11643.93945 13300.30078 8.027246 1043.444 1043.629 0.335084 12687.38281 14343.92969 8.36233 9.8696420 4970 104400 54.386002 82.3209230000 54.386002 82.3209230 9.58601000 1045 38029 2590.146484 30943.8457 28507.02344 132.662735 730.5012 730.0081 0.511275 31674.34766 29237.03125 133.174011 12.31366 1609 147 890 104600 56.531536 85.8333970000 56.531536 85.8333970 8.191014000 1047 1.500483 9829.480469 11420.71484 13413.22461 17.207373 615.9578 614.5774 0.199397 12036.67188 14027.80078 17.406771 11.97831 557 113 10480 899.309448 1796.511963 1957.463745 0.155643 58.38606 58.38255 0.002142 1854.897949 2015.846313 0.157786 8.1251530 53 489 1049 38.29318 221.618073 519.251465 584.697388 0.117152 1.607762 1.604067 0.000001 520.859253 586.301514 0.117153 9.9610771 130 1050 166.1748 35.416023 201.532059 207.374237 0.003895 6.402946 6.418209 0.000025 207.935013 213.79245 0.00392 12.84754720 105100 55.688019 84.3443530000 55.688019 84.3443530 8.959274000 1052 8215.927 994.829407 6563.776367 6120.079102 4.545658 207.3214 207.8219 0.027041 6771.097656 6327.901367 4.572699 12.90738 374 540 1053 2667.298 6510.458008 6926.189453 7279.60498 3.80608 212.0331 212.3447 0.037168 7138.222168 7491.949219 3.843248 14.15763 132 3690 1054 4814.14 1205.997803 6510.28125 6600.166016 11.436021 333.9207 333.8181 0.073855 6844.202148 6933.983887 11.509876 11.50092 222 68 0 1055 13101.15 230.311768 9832.862305 8795.511719 9.706101 366.4646 366.6037 0.129877 10199.32715 9162.115234 9.835979 13.23396 632 120 10560 22385.14063 52369.00781 60711.83594 1396.217163 3742.668 3763.974 9.274178 56111.67188 64475.80859 1405.491455 8.802660 13620 1057 172.2018 568.852539 1621.01416 1802.147583 1.276314 102.7407 99.86547 0.006933 1723.754761 1902.013062 1.283247 9.640536 11 340 1058 246.278 3017.894531 7350.624023 8331.116211 34.724033 491.3397 490.4089 0.159913 7841.963867 8821.524414 34.883949 10.28491 13 1710 1059 16593.14 185.130615 12384.08789 11064.21289 22.193426 304.0406 303.0542 0.088544 12688.12891 11367.26758 22.281969 10.97283 876 110 1060 68515.91 8150.130859 64612.91406 62238.68359 513.658508 2929.187 2924.197 5.07706 67542.10156 65162.88281 518.735596 11.37339 3837 5150 1061 100768.9 2569.68335 82440.71875 76965.75 695.009521 3655.741 3629.471 6.576619 86096.45313 80595.21875 701.586182 11.86967 5487 1570 1062 39559.35 19028.30664 57244.03906 60218.52344 509.808655 1220.918 1231.804 0.880349 58464.95703 61450.32422 510.689026 10.25406 2121 1187 0 1063 19207.31 3329.098633 20247.33984 20071.5 58.403694 566.246 567.5107 0.177615 20813.58398 20639.01172 58.581306 10.10134 955 206 437 1064 34906.26 2988.20752 31717.37109 30005.73242 118.351334 916.1791 922.2033 0.60878 32633.55078 30927.93359 118.960114 10.34072 1820 181 1575 1065 25158.77 473.129791 18725.25586 16861.33398 22.951921 603.791 587.7581 0.223529 19329.04688 17449.0918 23.175449 11.74786 1225 280 1066 10367.67 8449.683594 22380.43164 23171.53516 57.950966 284.0291 286.2276 0.068369 22664.46094 23457.76172 58.019341 9.23714 580 497 3124 1067 2302.847 88.232269 1766.161011 1607.415527 0.272489 54.77391 55.13052 0.002586 1820.934937 1662.546143 0.275075 11.74497 11550 1068 385.5819 118.917747 391.390381 380.952087 0.011258 9.575445 9.431883 0.000063 400.96582 390.383972 0.011321 11.99741 1970 1069 7514.24 6374.175293 14058.04492 14700.57324 22.598976 213.7657 211.9324 0.037455 14271.81055 14912.50586 22.636433 10.77561 341 363 1133 1070 1442.503 626.907654 2005.804688 2007.349365 0.553623 85.61285 85.55582 0.003867 2091.41748 2092.905273 0.55749 12.05002 60 35 0 1071 8020.212 781.390564 7533.618164 7087.600586 4.640526 298.7687 298.2869 0.039314 7832.386719 7385.887695 4.679839 10.95383 565 450 1072 5801.292 35.716537 4274.578125 3851.429688 1.707916 128.2995 128.2232 0.009361 4402.877441 3979.652832 1.717276 12.43903 27820 1073 13608.77 129.23465 10416.64551 9659.253906 7.285563 399.012 397.7287 0.06643 10815.65723 10056.98242 7.351993 10.69598 75980 1074 72610.86 6592.095703 63381.60156 60775.83594 446.312622 1901.196 1930.386 2.161004 65282.80078 62706.21875 448.473602 10.37296 3670 4150 1075 26488.11 1082.535034 20387.07422 18690.78516 39.902199 730.9666 729.3958 0.444179 21118.04102 19420.17969 40.346375 11.85669 1242 650 1076 61740.7 4683.128906 62432.83594 61306.26172 550.050293 4030.382 4020.843 9.419124 66463.21875 65327.10156 559.469421 11.43434 3887 2890 10770 14690.82617 24492.47656 28259.26953 145.740616 1176.537 1169.88 0.69608 25669.01172 29429.14844 146.436691 9.074490 9000 1078 8993.488 6408.214844 16834.50586 18180.8125 24.410381 692.3812 688.8455 0.214042 17526.88672 18869.66016 24.624424 9.964964 672 3960 1079 3574.843 2743.728516 4895.794922 4872.361328 1.421836 311.9731 311.8136 0.060723 5207.768555 5184.174805 1.482559 12.88128 240 154 0 1080 994.0916 92.168152 848.22345 795.882568 0.110178 28.03318 28.00629 0.000484 876.256531 823.888794 0.110662 11.50695 6750 1081 4575.647 248.932281 3433.200928 3125.239258 0.708053 102.923 102.8225 0.005377 3536.123779 3228.062012 0.71343 13.1656 177 140 1082 7794.659 855.348389 6294.011719 5785.423828 2.800279 213.3009 213.4594 0.02748 6507.3125 5998.882813 2.827759 12.79407 352 480 1083 15554.45 2015.758545 13581.83008 12635.97754 11.098351 542.4692 541.8895 0.125089 14124.29883 13177.86719 11.22344 11.43867 930 115 38 1084 29200.57 1932.480225 23491.48828 21572.48828 52.177971 548.6346 548.8363 0.159159 24040.12109 22121.32422 52.337128 12.82568 1231 106 467 10850 194.8367 271.685059 322.161743 0.009683000 271.685059 322.161743 0.009683 11.709310 110 1086 36638.14 252.318146 25708.99609 23075.97461 46.26709 656.9365 668.9067 0.472311 26365.93164 23744.88086 46.739395 12.7046 1522 140 1087 32604.44 3208.14624 28352.73828 27254.61719 70.356033 978.731 994.4984 0.823227 29331.4668 28249.11328 71.17926 11.04419 1525 196 0 1088 90227.49 3373.239502 68015.26563 62393.28906 590.297546 1946.449 1941.906 2.840831 69961.71094 64335.19531 593.138367 12.55659 3863 192 665 1089 4681.493 1063.786865 4952.287598 4815.557129 1.580822 190.8644 191.8677 0.034772 5143.152344 5007.424805 1.615593 11.25025 207 620 1090 140503.1 2277.687256 94672.99219 88977.36719 1203.090698 2107.879 2384.018 7.864243 96780.875 91361.39063 1210.954956 17.34359 4762 101 539 1091 28618.97 5294.015137 31226.57422 30641.20703 148.5979 1070.618 1080.377 0.724397 32297.19336 31721.58594 149.322296 9.770485 1444 331 686 1092 18296.98 426.552948 13935.75 12849.16406 20.641033 398.9162 402.2081 0.111639 14334.66504 13251.37305 20.752674 11.06695 867 260 1093 8801.187 609.459778 6884.474609 6249.870117 5.946179 235.6001 233.0686 0.053003 7120.074219 6482.938477 5.999181 12.72031 389 340 1094 1909.983 53.891075 1427.402466 1301.019287 0.138876 39.90854 39.99068 0.001083 1467.311035 1341.01001 0.139959 13.31641 7930 109500 57.346821 83.9818650000 57.346821 83.9818650 9.451731000 109600 59.31398 88.4898220000 59.31398 88.4898220 7.788392000 1097 1611.763 52.159889 1359.865967 1259.618408 0.159421 56.44347 56.20302 0.00155 1416.309448 1315.821289 0.160971 11.87738 8430 1098 1197.973 4362.267578 4301.800781 4563.109375 0.714395 413.1506 411.9779 0.103236 4714.95166 4975.087402 0.817632 15.90145 48 2460 1099 20426.88 3207.727783 22807.4707 22611.57813 80.268501 1305.602 1302.237 0.951192 24113.07031 23913.8125 81.219696 9.673785 1770 1980 1100 50105.59 999.833435 40500.17969 38104.91016 135.561462 1989.502 1985.728 1.951468 42489.67969 40090.64063 137.512924 11.66214 2753 610 110100 57.699303 87.6340260000 57.699303 87.6340260 7.389017000 1102 5036.405 3609.84082 9019.618164 9590.404297 7.341649 321.3638 320.3727 0.044339 9340.982422 9910.777344 7.385987 11.74286 281 2128 11030 1084.487793 2534.092773 2749.099854 0.141592 6.755051 6.733115 0.000015 2540.847656 2755.833008 0.141606 7.1684460 66 816 1104 14538.43 2153.386963 15166.73047 14926.28516 13.138237 1156.787 1154.063 0.623033 16323.51758 16080.34766 13.761271 11.44226 997 134 0 1105 11679.33 820.994263 12446.93945 12260.8125 8.970819 894.0184 891.4781 0.299083 13340.95703 13152.29004 9.269902 11.37666 797 510 1106 8987.647 102.279633 6965.618652 6458.685547 3.593779 285.8452 284.4077 0.038262 7251.464355 6743.093262 3.632041 11.87625 44860 1107 43679.26 324.646393 35975.59375 33889.76563 88.831779 1743.061 1739.749 1.414121 37718.65234 35629.51172 90.245895 10.59261 2861 200 1108 10343.5 1506.944092 11835.29199 11869.36328 13.255611 790.6342 788.6546 0.324342 12625.92578 12658.01758 13.579953 10.84412 666 920 1109 16435.64 1744.432861 15372.0293 14633.90234 33.073128 584.3123 583.9738 0.183162 15956.3418 15217.87695 33.256287 12.06812 813 990 1110 874.5714 872.640747 1967.596191 2075.235107 0.710626 99.68176 99.69173 0.004877 2067.277832 2174.926758 0.715503 12.2471 33 490 1111 8975.612 35.943691 7366.197266 6849.331543 5.315766 419.5332 418.5961 0.10966 7785.730469 7267.927734 5.425427 13.25355 45920 1112 13179.45 625.966614 10676.96094 9980.148438 8.468391 397.6729 396.7576 0.078419 11074.63477 10376.90527 8.546811 11.32627 702 37 0 1113 402.7262 262.382721 725.108215 756.372681 0.068363 41.24055 41.05652 0.000695 766.348694 797.429199 0.069058 10.73334 23 150 1114 9006.567 33.42487 7229.520508 6779.777832 3.912177 365.769 364.2363 0.069996 7595.290039 7144.014648 3.982173 11.72286 49320 1115 24557.48 86.143219 17190.0918 15334.18359 27.421612 456.4454 455.1159 0.178905 17646.53711 15789.30078 27.600517 12.66293 101450 1116 8240.9 16.545321 5904.546875 5348.060547 2.303696 171.6633 171.1979 0.019247 6076.210449 5519.257813 2.322943 11.71681 37010 1117 60511.68 1695.457031 46885.75 43305.125 205.617462 1355.126 1350.901 1.318612 48240.875 44656.02734 206.936081 11.18752 2762 105 759 1118 49297.04 5729.145996 42612.88672 40308.35938 211.014954 1173.332 1181.68 1.103519 43786.21875 41490.04297 212.118469 11.58251 2228 346 776 1119 46807.88 1050.752075 34172.69922 30934.94922 134.968262 944.882 942.608 0.723245 35117.58203 31877.55859 135.691498 12.0375 2109 620 1120 20593.97 1998.606812 17884.15625 16780.82227 40.175125 519.4974 518.2144 0.211418 18403.65234 17299.03711 40.386543 11.17124 1009 1160 1121 2663.486 1899.175537 3591.754639 3643.967529 1.279907 240.3359 240.0638 0.043697 3832.09082 3884.031738 1.323604 12.62766 101 109 92 11220 33.93322 63.462341 84.57782 0.000015 3.29669 3.290703 0.000006 66.759033 87.868523 0.000022 10.29321020 1123 91626.7 11423.59961 89001.11719 86748.90625 822.056641 3550.068 3547.019 6.503583 92551.1875 90295.92188 828.560242 10.58245 5132 728 698 1124 5868.082 3962.256592 11434.5918 12026.81055 13.880415 265.5306 265.2926 0.042343 11700.12305 12292.10352 13.922757 8.386103 337 255 1296 1125 110596.2 1338.906494 78893.85938 70503.99219 345.061615 2114.906 2109.052 3.762486 81008.76563 72613.04688 348.824097 12.22812 4842 780 1126 17069.17 1561.504883 13488.50293 12363.95117 13.169209 517.2826 518.2711 0.171732 14005.78516 12882.2207 13.34094 13.73807 689 850 1127 28526.26 428.26532 21736.40625 19838.94336 41.74966 686.477 684.6652 0.367924 22422.88281 20523.60938 42.117584 11.31197 1440 260 11280 5339.273438 6296.060547 7348.864746 4.062832 716.2904 715.7578 0.26373 7012.351074 8064.62207 4.326562 12.463190 3040 112900 59.029587 89.244484000
0 59.029587 89.2444840 8.078598000
11300 3779.81958 7833.061523 8320.916016 3.611756 473.9359 468.9259 0.181061 8306.99707 8789.841797 3.792817 8.9010110 207 2779 1131 6720.583 1103.339844 6776.489746 6350.274902 3.494034 263.452 263.3599 0.033364 7039.941406 6613.634766 3.527398 11.05774 304 62 665 1132 27228.5 16.826658 19486.57422 17444.80078 31.887867 549.2794 550.3281 0.256204 20035.85547 17995.12891 32.144073 12.23359 118510 1133 12580.44 3572.662598 14535.12988 14132.94141 18.87738 540.3948 537.0515 0.208944 15075.52539 14669.99316 19.086325 10.57138 603 212 1214 1134 36.93803 916.47583 1137.339722 1322.323608 0.108081 126.6739 126.7943 0.0066 1264.013672 1449.118042 0.114681 12.48793 520 11350 500.953278 608.69519 717.990479 0.025542 69.80799 69.75958 0.001777 678.503174 787.75 0.027319 12.201830 290 1136 26802.41 252.577606 19097.42578 17014.44141 48.341888 554.4292 558.2889 0.338178 19651.85547 17572.73047 48.680061 12.91116 1157 140 11370 646.806152 778.248291 924.642456 0.034861 40.19961 40.25119 0.00057 818.447876 964.893677 0.035431 12.483510 36 0 113800 60.985813 92.2070540000 60.985813 92.2070540 8.09281000 1139 20255.3 1070.551514 15774.49707 14630.35156 15.414264 550.4496 549.3687 0.132101 16324.94531 15179.71973 15.546365 11.44765 955 640 1140 6341.933 213.073242 4737.777832 4270.866211 2.614281 143.6674 143.6298 0.020885 4881.445313 4414.495605 2.635166 12.84425 264 120 1141 2632.7790 1805.358398 1598.254639 0.406706 43.71469 43.92639 0.002258 1849.07312 1642.181152 0.408964 13.48866 10200 1142 2393.364 51.02961 1725.737061 1576.597168 0.21169 44.04551 44.00418 0.001435 1769.782593 1620.601318 0.213126 11.73213 10430 114300 38.157425 55.9592130000 38.157425 55.9592130 14.0185000 1144 46.4418 412.916626 374.072418 401.819 0.001164 33.90785 33.96819 0.000684 407.980286 435.787231 0.001848 17.125044 240 1145 376.3333 7676.390625 6125.12207 6541.950195 0.180308 636.2603 637.2482 0.213062 6761.382324 7179.198242 0.39337 18.1415 25 4600 1146 1963.2920 1861.003784 1668.771729 0.575332 94.01727 94.33559 0.006037 1955.021118 1763.107422 0.581369 11.05097 174 00 1147 87.80344 8957.375977 12483.50195 14469.89844 14.923018 229.1222 229.6246 0.025083 12712.62305 14699.52344 14.948101 10.38194 5300 1148 6194.397 16.35746 5527.149414 5131.134766 1.344556 247.8238 247.9723 0.02233 5774.972656 5379.107422 1.366886 10.82411 41817 114900 42.036949 61.2234310000 42.036949 61.2234310 11.10087000 115000 39.888512 58.0815850000 39.888512 58.0815850 12.96359000 11510 1397.220703 959.022339 1062.70166 0.002966 49.11688 49.4805 0.002221 1008.13916 1112.182251 0.005187 25.279580 600 1152 6097.979 76.638657 4990.050781 4469.077637 1.844128 167.5802 168.4892 0.013981 5157.630859 4637.566406 1.85811 12.21923 34840 115300 43.751995 64.6397250000 43.751995 64.6397250 10.03856000 115400 37.060799 53.9920880000 37.060799 53.992088
0 14.97736000
11550 4039.807617 9831.663086 10889.63867 34.759102 1070.16 1082.206 0.539806 10901.82324 11971.84375 35.298908 12.996020 2020 1156 228.9614 424.498535 1241.492554 1344.477417 0.376337 120.6766 121.284 0.006773 1362.169189 1465.761475 0.38311 11.96395 13 220 11570 139.820602 349.643555 392.901459 0.037553 35.89598 36.31542 0.000589 385.53952 429.216888 0.038142 12.57179070 115800 38.142834 55.2652320000 38.142834 55.2652320 14.37518000 115900 40.841805 60.020660000 40.841805 60.020660 11.48699000 116000 38.492981 56.3148270000 38.492981 56.3148270 13.16031000 1161 2970.542 18.657091 2597.432129 2375.129883 0.42838 120.6059 121.0019 0.007214 2718.038086 2496.131836 0.435595 12.2809 18310 1162 491.7832 16066.5127 12383.10156 13288.63086 0.638344 828.0148 830.3809 0.207239 13211.11719 14119.01172 0.845583 18.16128 38 9570

4.4.z
Packet Pg. 3798 Attachment: Appendix K - VMT Analysis (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) 1163 164.2897
0 151.834808 139.998016 0.002228 5.874114 5.932548 0.000018 157.708923 145.930557 0.002245 14.55346 9 00
116400 39.576908 57.3977550000 39.576908 57.3977550 13.09579000 1165 15694.23 2622.989746 16810.65039 15653.01563 30.352949 515.2882 515.6947 0.151674 17325.9375 16168.71191 30.504623 12.73722 916 137 231 1166 8822.933 656.429871 7612.782227 6874.298828 5.49996 283.917 285.5153 0.045041 7896.699219 7159.814453 5.545001 13.14227 486 340 1167 47062.51 5775.114258 48734.6875 46605.82031 259.038147 1486.318 1487.13 1.153176 50221.00781 48092.94922 260.191315 9.851048 3209 341 2020 11680 126508.0625 96077.28125 103813.9063 104.206688 6239.441 6251.707 13.68819 102316.7266 110065.6094 117.894882 18.498140 75010 1169 25389.04 1180.308228 22075.61328 20401.96875 47.467571 716.2502 714.8707 0.240931 22791.86133 21116.83984 47.708508 10.03852 1790 680 1170 3625.709 37.104774 3600.161133 3283.119629 1.435459 185.7041 186.4024 0.018718 3785.865234 3469.522217 1.454177 10.73379 35120 1171 61221.92 2485.251465 55121.0625 50632.67188 207.92952 2279.518 2284.663 3.004279 57400.58203 52917.33594 210.933777 12.18919 3775 137 607 1172 38428.73 561.778809 30189.09375 27690.75391 101.846832 914.8736 924.616 0.545435 31103.9668 28615.37109 102.392258 10.31929 2340 33 0 1173 39147.59 648.148315 30863.07422 28104.24023 84.78553 972.8707 973.5696 0.521566 31835.94531 29077.81055 85.307098 11.05054 2258 370 1174 15847.07 2653.008057 19786.36914 19311.42578 39.620461 1208.494 1216.046 0.590875 20994.86328 20527.4707 40.211338 11.47205 915 1430 1175 47104.75 2059.839355 38952.69922 35707.76172 101.321915 1016.422 1024.789 0.840816 39969.12109 36732.55078 102.16272 10.32814 2755 119 850 1176 40.56345 468.376404 1302.880981 1461.491821 0.498363 144.3907 144.1804 0.009034 1447.271729 1605.672119 0.507397 9.2994374 260 11770 22028.125 56041.50781 63387.30859 625.165894 6984.372 7020.783 12.71881 63025.88281 70408.09375 637.884705 9.2756290 12330 1178 32468.52 3342.313232 35229.90625 33979.44922 84.688576 1804.805 1804.052 1.022475 37034.71484 35783.5 85.711052 10.32678 2292 1940 11790 10324.18164 22624.03516 25510.08594 100.006805 1756.23 1765.363 0.994996 24380.26563 27275.44531 101.001793 8.8001180 6080 1180 1335.9860 1133.883301 1041.231201 0.087172 46.42172 46.28589 0.001013 1180.304932 1087.51709 0.088185 11.36291 82 00 1181 7543.604 236.359299 6498.192383 5854.861328 2.129726 249.9404 250.4672 0.031206 6748.132324 6105.328125 2.160931 11.70564 470 130 1182 4119.228 4205.845215 13448.87793 14352.36328 37.616219 828.5167 826.8666 0.254726 14277.39453 15179.23047 37.870945 10.31993 258 2490 1183 12995.01 1619.793457 12677.34961 11711.14648 11.156454 543.0764 540.8523 0.112485 13220.42578 12252 11.268939 11.98565 777 920 1184 45933.98 1113.214111 41441.38281 38538.57813 110.844269 1587.691 1575.511 0.823304 43029.07422 40114.09375 111.667572 9.787022 3301 710 1185 16006.37 487.809692 14130.4707 12951.96094 9.206305 530.5922 533.2957 0.07842 14661.06348 13485.25586 9.284725 10.7911 1037 290 11860 6490.250977 13718.00293 15296.67481 31.938301 1100.557 1098.252 0.321123 14818.56055 16394.92969 32.259422 8.9992570 3690 1187 46732.8 1863.061035 45413.47266 42335.50391 125.627106 1630.953 1638.153 0.824978 47044.42188 43973.65625 126.452072 9.723476 3081 116 2093 1188 11819.32 664.015625 9955.160156 9001.682617 8.926919 317.2702 320.0806 0.041452 10272.42969 9321.762695 8.96837 11.719 664 370 1189 17830.61 1919.630127 17165.33398 15900.94922 23.550749 706.6415 714.5706 0.19595 17871.97461 16615.51953 23.7467 11.1259 1150 113 0 1190 48956.76 2359.305176 46161.76953 43608.08594 101.202789 1597.666 1612.499 0.608291 47759.4375 45220.58594 101.811081 9.398115 3428 153 657 1191 26752.45 247.515839 23242.95508 21469.35156 35.69841 907.7373 916.127 0.284351 24150.69141 22385.48047 35.982765 10.36246 1796 150 1192 27037.05 1198.612305 24810.08203 22857.10156 39.782612 895.9368 900.3082 0.284427 25706.01953 23757.4082 40.067039 10.63511 1717 71 545 1193 63723.81 2830.180664 54767.41406 50028.22656 226.00296 1806.41 1826.555 1.303595 56573.82422 51854.78125 227.306549 11.16555 3706 166 750 1194 23082.17 2285.986328 23372.11719 22333.31445 39.513466 804.5767 807.7745 0.192874 24176.69531 23141.08984 39.706337 9.938973 1668 1410 11950 7358.698242 14206.82617 15295.59668 13.705043 176.9425 177.8335 0.013529 14383.76856 15473.42969 13.718573 8.8157560 414 3620 1196 38440.48 4116.266602 36852.34766 34729.32422 92.268013 1180.279 1187.103 0.517778 38032.625 35916.42578 92.785789 10.98232 2389 2390 1197 51158.16 3236.931885 54646.09375 52567.55469 181.889359 2603.147 2616.825 1.583657 57249.24609 55184.38281 183.473022 9.385126 4347 211 615 1198 64079.9 9539.80957 78989.84375 78029.30469 319.450745 3607.822 3659.802 2.401686 82597.66406 81689.10938 321.852417 10.72627 4780 585 1004 1199 122415 3692.191406 99032.78125 92039.60156 990.161377 2750.784 2778.021 5.451961 101783.5703 94817.625 995.613342 10.11685 7243 227 956 1200 89816.63 6651.664551 89031.54688 86273.70313 678.168945 3223.091 3229.384 5.276097 92254.64063 89503.08594 683.445007 8.64673 6948 451 802 1201 74071.03 2416.208496 65448.05078 61631.74609 384.315735 2125.824 2128.477 2.086849 67573.875 63760.22266 386.402557 9.091436 4975 152 749 1202 43189.85 270.446716 35486.17188 33044.15625 83.275352 1089.719 1091.717 0.408192 36575.89063 34135.875 83.68354 8.762019 3220 170 1203 49062.27 5047.950195 47211.65234 44444.50391 168.825958 1549.883 1557.814 0.963087 48761.53906 46002.32031 169.789047 10.90901 3134 2948 1204 21360.1 6665.036133 36918.82031 38114.69531 136.409027 1956.962 1961.458 1.299494 38875.78125 40076.15625 137.708511 7.803691 1705 452 1575 1205 28688.04 1540.886963 27973.16016 27082.35547 36.139793 969.8416 970.4921 0.239785 28943.00195 28052.84766 36.379581 8.442301 2393 104 0 12060 10482.80273 8277.585938 8920.618164 0.828722 541.2279 543.4703 0.110595 8818.813477 9464.087891 0.939317 18.424620 6530 1207 71857.36 1309.352783 61931.27344 58337.64063 302.051147 2091.293 2095.319 1.736951 64022.56641 60432.96484 303.788086 9.233019 5396 840 1208 56713.25 8050.796875 73300.92969 72784.9375 265.627502 4042.515 4064.424 3.336574 77343.45313 76849.35938 268.964081 10.08152 5262 5320 1209 4695.56 3212.759766 10268.30762 10781.55078 7.517609 252.5853 254.5908 0.014479 10520.89258 11036.14258 7.532088 8.829623 412 2180 12100 3706.174316 4863.456055 5376.26416 1.37743 118.5908 118.6541 0.003329 4982.046875 5494.918457 1.380759 10.977610 2470 1211 24541.46 6601.048828 35600.51563 36369.71094 58.709053 1289.541 1300.145 0.434355 36890.05469 37669.85547 59.14341 8.487633 2214 457 532 1212 34905.86 2088.750977 34900.76563 33698.53906 60.842079 1146.256 1144.251 0.344955 36047.01953 34842.78516 61.187035 8.320881 2881 140 560 1213 1993.988 7903.376953 14482.31055 15993.79004 11.301836 504.9283 505.4889 0.052617 14987.24023 16499.2793 11.354453 9.936338 166 5360 1214 37595.16 9316.010742 56250.90234 57093.41016 171.556107 2581.089 2569.045 1.434478 58831.99219 59662.45313 172.990585 8.369922 3258 646 1482 1215 37756 5097.426758 45639.58203 45412.44531 102.213409 1939.005 1941.51 0.932924 47578.58594 47353.95313 103.146332 8.486826 3467 355 846 1216 41560.16 12188.05078 60835.54688 61791.85156 187.083588 2126.288 2120.7 0.832986 62961.83594 63912.55469 187.916565 9.007602 3484 814 688 1217 30380.67 5774.885742 37796.99609 38113.99219 61.60997 1546.518 1564.631 0.686674 39343.51172 39678.62109 62.296646 8.542586 2479 4060 1218 14162.59 656.608398 14392.38086 14058.23438 8.453674 575.9346 580.1135 0.087104 14968.31445 14638.34766 8.540778 8.238235 1276 460 1219 7024.793 4348.435059 13463.60742 13989.30273 7.772639 524.6377 526.2454 0.067539 13988.24609 14515.54883 7.840178 9.617978 595 2920 12200 6193.369141 8187.488281 9812.349609 0.162532000 8187.488281 9812.349609 0.162532 11.761420 3970 12210 51552.14063 68247.03125 76538.0625 222.757294 6930.803 6929.796 10.21507 75177.82813 83467.85938 232.972382 13.047540 32710 1222 23573.66 3569.043945 29637.57813 29330.68555 65.60096 1794.435 1814.664 0.661313 31432.01367 31145.34961 66.262268 10.05983 1954 220 0 1223 15541.65 1719.919434 18046.35547 17962.875 13.624264 738.6538 739.3879 0.092999 18785.00977 18702.26172 13.717262 8.837208 1439 1140 1224 21173.47 366.607971 19905.01367 19193.66016 15.595636 775.6816 783.8684 0.168557 20680.69531 19977.5293 15.764193 8.012892 1866 260 1225 20470.62 66594.89063 179141.75 199064.375 3624.883789 13211.34 13224.98 31.42576 192353.0938 212289.375 3656.30957 9.081291 1953 42920 1226 41622.63 1986.153809 41689.39453 40106.4375 73.985809 1793.393 1776.969 0.720906 43482.78906 41883.40625 74.706718 9.15044 3458 1340 1227 32400.86 523.018738 34547.61719 33427.64844 43.49086 1727.024 1731.617 0.546882 36274.63672 35159.26563 44.037743 9.219458 2820 35 749 1228 29793.26 2215.05957 32047.93359 31221.88281 41.376038 1353.258 1354.537 0.336594 33401.19141 32576.42188 41.712627 9.888319 2294 1420 1229 30728.78 318.284607 30817.59766 29827.98242 42.035091 1395.733 1396.749 0.367379 32213.33008 31224.73047 42.402466 8.717069 3075 21 13 1230 42549.51 3502.454834 46483.64063 45826.07031 95.973816 1760.733 1773.901 0.755146 48244.37109 47599.96875 96.728958 8.872368 4000 2370 12310 2588.974609 7616.288086 8220.245117 0.726092 50.93823 51.21943 0.000632 7667.226563 8271.463867 0.726723 6.1641010 177 2398 1232 84.28393 4490.546875 7350.503906 8292.954102 4.852897 319.5644 324.1061 0.019975 7670.068359 8617.060547 4.872872 11.838837 2710 1233 120.3317 172.365021 409.094849 450.81308 0.009475 12.79647 12.80499 0.000076 421.891296 463.618073 0.009551 10.78577 12 110 12340 2967.557129 4319.443359 5073.81543 0.580612 3.175648 3.181172 0.000005 4322.619141 5076.996582 0.580616 9.7495240 1950 1235 13384.63 301.056458 11675.76563 10943.11719 5.503886 365.3111 369.3754 0.036818 12041.07617 11312.49316 5.540704 8.774949 1049 200 1236 10934.42 156.831131 9244.353516 8581.265625 2.559872 332.3979 332.7799 0.029246 9576.750977 8914.045898 2.589118 9.947852 711 100 1237 30192.8 4834.037109 33250.04688 32720.64063 63.794579 877.3507 887.8457 0.277326 34127.39844 33608.48438 64.071899 8.642782 2258 330 731 1238 7712.78 1229.299194 9620.355469 9452.923828 4.106116 235.2298 235.9172 0.017161 9855.584961 9688.841797 4.123278 7.840652 581 84 809 1239 15500.27 233.670013 13712.24805 12925.17188 5.851143 462.5188 464.1941 0.05666 14174.7666 13389.36523 5.907804 8.701203 1176 16 0 1240 13059.46 207.517197 11443.88477 10842.88867 6.110766 400.2297 400.6189 0.063242 11844.11426 11243.50781 6.174007 8.774514 987 140 1241 31669.99 1383.527588 29961.69336 28690.62891 40.003551 985.4451 987.0091 0.338653 30947.13867 29677.63672 40.342201 8.317457 2488 94 690 1242 57751.78 6800.508789 58784.23828 56689.39844 414.089203 1689.512 1705.019 1.642319 60473.75 58394.41797 415.731537 9.610065 3782 413 2024 1243 17055.5 29.308466 14776.72656 13869.96582 6.568139 511.0624 512.7554 0.068395 15287.78906 14382.7207 6.636533 8.656252 131320 1244 17554.27 225.05423 15293.94043 14322.96973 9.007856 514.9872 517.3542 0.069475 15808.92773 14840.32422 9.077332 8.928461 1323 150 1245 18038.52 1854.486084 18561.83594 17721.39258 11.514221 533.9468 535.7086 0.085839 19095.78125 18257.09961 11.60006 8.76863 1287 123 878 1246 16425.26 432.079376 14137.1377 13158.96094 7.379813 459.577 460.7628 0.06204 14596.71484 13619.72363 7.441853 9.536478 1115 280 1247 8742.732 216.303223 7194.688965 6626.792969 2.333535 232.245 234.4277 0.016112 7426.933594 6861.220703 2.349648 10.44694 531 13 0 1248 6489.645 16.046818 5350.387207 4948.526855 0.996184 180.0763 180.1192 0.00849 5530.463379 5128.646484 1.004674 9.573835 44510 1249 15757 4503.706543 25507.60156 26097.75 47.183243 1616.788 1634.399 0.645613 27124.38867 27732.14844 47.828854 9.335625 1345 2990 1250 8022.426 965.51123 8751.205078 8394.698242 5.029798 234.036 233.7934 0.019452 8985.240234 8628.492188 5.04925 8.745325 597 61 547 1251 26341.74 663.231079 23737.48828 22430.81055 26.013386 870.4405 872.8234 0.262333 24607.92969 23303.63477 26.275719 9.37436 1943 440 1252 16117.3 833.991882 15093.38184 14371.67188 10.856614 504.5586 506.1944 0.088101 15597.94043 14877.86523 10.944715 9.158484 1235 550 12530 4935.5 11311.16992 12106.39844 1.489994 7.472861 7.470027 0.000027 11318.64258 12113.86914 1.490021 6.9820480 311 3838 1254 12417.62 807.509583 12703.95898 12429.32617 7.14692 495.3198 497.0374 0.074125 13199.27832 12926.36328 7.221045 8.238928 1074 560 1255 30400.96 1128.260742 29517.50781 28672.70117 37.420242 1182.273 1185.769 0.479336 30699.78125 29858.46875 37.899578 8.40386 2530 790 1256 16742.11 6361.563477 27201.11328 28163.63672 36.912376 1005.451 1004.782 0.261486 28206.5625 29168.41797 37.173862 8.266177 1506 450 0 1257 20525.83 2389.496582 26176.52734 25834.26953 31.803261 924.2811 926.7482 0.237152 27100.80859 26761.01563 32.040413 7.667315 1812 165 1953 1258 86590.16 9214.212891 94952.9375 93915.74219 611.661438 3689.157 3699.32 5.228683 98642.09375 97615.0625 616.890137 8.489505 7314 635 773 1259 28479.49 5006.802734 34221.39063 33956.92969 50.423843 1264.635 1262.335 0.482134 35486.02734 35219.26172 50.905975 8.135843 2321 353 748 1260 7723.121 1166.871338 9855.573242 9707.668945 3.280615 353.3786 354.1224 0.028653 10208.95215 10061.79102 3.309268 7.389378 642 83 766 1261 24563.12 3245.752441 30283.97656 29620.01563 55.550358 1135.97 1125.035 0.313058 31419.94727 30745.04688 55.863419 8.891972 2053 2160 1262 11837.54 71.718742 11270.23047 10816.13477 4.390873 486.3752 487.4793 0.058053 11756.60547 11303.61523 4.448926 8.513114 104150 1263 11454.42 86.536346 11001.58398 10553.26465 3.408565 481.6622 482.6487 0.053193 11483.24609 11035.91406 3.461758 8.768258 98660 1264 17042.18 332.81427 16847.1875 16230.64453 7.88271 770.2106 772.67 0.131013 17617.39844 17003.31445 8.013722 8.979415 1455 23 0 1265 7307.602 2544.719727 12094.38477 12396.29688 6.928241 533.3341 537.0962 0.061616 12627.71875 12933.3916 6.989857 8.702821 670 1740 12660 6074.365723 11821.82617 13116.02832 13.794668 445.9408 447.9121 0.047151 12267.76758 13563.94043 13.841819 9.0415660 4090 1267 16155.71 1948.768921 18465.45508 18225.98047 16.069664 785.8706 787.1768 0.163663 19251.32617 19013.1582 16.233326 8.561936 1539 1340 1268 25527.98 5318.901855 36305.79297 36834.34766 100.276077 1806.058 1812.635 0.974165 38111.84766 38646.98438 101.250244 8.339802 2123 367 243 1269 26862.04 8551.267578 39441.625 39561.49219 94.032898 1954.365 1963.83 0.956701 41395.98828 41525.32422 94.989601 9.455065 1992 5630 1270 32605.08 749.96051 26648.41797 23838.58594 64.9897 904.8461 910.1528 0.404723 27553.26563 24748.73828 65.394424 11.8016 1855 410 1271 35679.25 1954.888916 31194.46094 28168.57031 102.973846 949.9435 955.097 0.387698 32144.40625 29123.66602 103.361557 11.14114 2198 105 604 1272 24951.57 687.499023 20604.34375 18597.59766 33.361015 747.2907 746.7427 0.264099 21351.63672 19344.33984 33.625118 11.41835 1510 38 0 127300 42.682037 62.8868870000 42.682037 62.8868870 10.37129000 1274 217.9790 184.517334 172.836746 0.003077 5.611404 5.642716 0.000016 190.128723 178.479462 0.003094 13.58556 1300 127500 43.852203 64.0051270000 43.852203 64.0051270 8.543504000 1276 9820.389 803.345215 8284.666016 7323.774414 3.092818 274.3768 274.3318 0.052899 8559.042969 7598.105957 3.145717 14.34735 460 400 1277 2997.437 503.010681 3276.311523 3035.437012 0.728087 111.5196 111.8455 0.007837 3387.831055 3147.282715 0.735924 13.65362 202 250 127800 35.129196 50.929810000 35.129196 50.929810 15.83897000 1279 35.26637 3754.103027 44147.79688 61357.35938 3.212226 109.8099 110.8085 0.006123 44257.60938 61468.16797 3.218349 12.11828 10 237 10571 1280 1908.161 5191.557129 12149.5332 13078.68652 9.415642 80.25243 81.34775 0.00389 12229.78516 13160.03418 9.419532 7.828858 147 313 2700 12810 61781.89844 80511.13281 89809.72656 730.395874 2905.093 2909.331 3.170243 83416.22656 92719.05469 733.566101 11.29736 0 36890
1282 19366.11 888.204102 18586.93164 17525.51367 20.336117 767.693 776.924 0.128783 19354.62305 18302.4375 20.464899 10.23624 1467 530 1283 36781.87 80.138123 27871.07813 24413.75 38.390327 904.1262 908.8866 0.542774 28775.20508 25322.63672 38.933105 13.24305 177840 12840 1829.446777 1413.56543 1539.127319 0.013776 33.41965 33.53806 0.000609 1446.985229 1572.665283 0.014385 19.15180 1050 1285 20871.05 3134.036133 25257.86719 25176.60156 21.592884 1130.549 1136.183 0.223061 26388.41602 26312.7832 21.815945 9.280624 1975 2080 128600 51.314514 78.4736250000 51.314514 78.4736250 8.697898000 128700 48.366905 74.0081330000 48.366905 74.0081330 9.308665000 1288 437.9529 591.435913 836.936646 872.71521 0.107306 18.10526 18.08383 0.000266 855.041931 890.799072 0.107573 11.71392 29 310 1289 24.10387 21.083994 60.608879 74.068764 0.000334 1.374445 1.373106 0.000002 61.98333 75.441872 0.000336 10.32777 310
129000 51.408756 78.2458110000 51.408756 78.2458110 8.45713000 1291 996.0306 19.753162 889.549438 818.064209 0.191531 49.78547 49.75042 0.00173 939.334961 867.814575 0.193262 9.175076 9710 1292 1586.828 277.937256 1637.655518 1648.064941 0.249344 70.29274 70.33465 0.002516 1707.948242 1718.399414 0.251859 9.015026 156 160 1293 14899.07 7819.927734 29786.62891 32325.75 65.954086 2086.92 2084.232 1.378436 31873.55078 34409.98438 67.33252 7.378067 1379 4940 12940 17136.23047 15818.83887 18024.14453 14.822424 1400.349 1391.641 0.708549 17219.1875 19415.78516 15.530972 10.684380 9510 1295 4631.05 393.679932 4103.102051 3958.026855 0.630733 151.9632 151.5815 0.008332 4255.06543 4109.608398 0.639065 9.286497 301 240 1296 26182.2 572.03009 18535.67578 16884.66406 20.096594 505.1612 503.3684 0.14943 19040.83594 17388.03516 20.246025 11.00657 1231 339 12970 3762.435791 2689.071289 2993.812744 0.470687 164.5911 163.9198 0.032086 2853.662354 3157.732666 0.502773 15.770150 1920

4.4.z
Packet Pg. 3799 Attachment: Appendix K - VMT Analysis (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) 1298 18477.72 415.637115 14900.61816 14270.97266 12.333351 561.46 560.6454 0.105232 15462.07813 14831.61719 12.438583 8.055843 1413 26 0 12990 5034.327637 4714.851563 5354.453613 1.190724 410.1671 408.0969 0.053994 5125.019043 5762.549805 1.244718 10.315750 2830 13000 13714.77051 22161.77539 25675.36328 57.238815 1646.951 1640.332 0.975625 23808.72656 27315.69727 58.214439 7.8530480 8440 1301 12468.81 7977.621094 19966.40625 21142.32813 33.988014 866.9899 866.0671 0.334431 20833.39648 22008.39453 34.322445 9.017725 860 4810 1302 97.20228 7321.567383 5689.991211 6407.168945 1.075448 416.9196 416.4599 0.067888 6106.910645 6823.628906 1.143336 13.308888 4050 1303 7234.783 802.578491 6772.580078 6720.255859 2.54229 239.5088 239.0607 0.024689 7012.089355 6959.316895 2.56698 7.642936 558 550 1304 11209.09 413.253815 9238.986328 8766.171875 6.085716 308.939 308.1092 0.038895 9547.924805 9074.28125 6.124611 7.942264 834 26 206 13050 5345.185547 7438.296875 8577.530273 8.568137 933.0509 929.911 0.261333 8371.347656 9507.441406 8.829472 9.1405630 3120 130600 61.846298 93.5547640000 61.846298 93.5547640 7.036865000 1307 11491.34 407.389587 9616.78125 9165.976563 4.890473 473.3006 471.9784 0.091569 10090.08203 9637.955078 4.982042 8.601317 855 27 0 1308 3770.006 317.72818 3405.798828 3314.483154 0.643401 151.7979 151.4474 0.009448 3557.596924 3465.930664 0.652849 8.52509 283 200 13090 2823.276123 3247.02832 3764.131836 0.846863 56.1826 56.14802 0.001778 3303.210938 3820.279785 0.848642 8.9956010 1820 1310 38812.48 2397.633301 30098.99219 27535.86719 124.201019 805.2101 804.3555 0.473808 30904.20313 28340.2207 124.674828 11.75346 1658 130 1054 1311 8522.096 280.526489 6589.208984 6141.944336 3.340681 215.129 214.4171 0.023553 6804.338379 6356.361328 3.364234 9.911381 499 170 1312 17436.22 148.67572 12772.67773 11655.43555 8.410028 387.4127 386.8592 0.06444 13160.09082 12042.29492 8.474469 10.34894 92990 1313 1250.171 5872.056641 9696 10947.58203 6.221543 480.6587 475.6015 0.065837 10176.65918 11423.18262 6.28738 8.115974 106 3790 13140 3070.756836 8208.740234 8948.363281 1.309869 175.0108 175.1161 0.008173 8383.750977 9123.479492 1.318042 5.9344970 196 2537 1315 35.46621 16737.45508 25308.33398 29805.96484 62.56263 963.6871 962.7596 0.259909 26272.02148 30768.72266 62.822536 8.389011 2 10262
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0 55.153168 83.8796920 7.3178000
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14250 7869.966797 5640.826172 6387.725098 2.485769 380.2069 380.0195 0.092731 6021.033203 6767.744629 2.578499 14.872850 4010 14260 4165.655762 5650.244629 6511.117676 5.643577 681.9288 679.834 0.136048 6332.17334 7190.951172 5.779625 9.6462540 2370 14270 678.994873 997.246826 1158.979858 0.13858 125.846 125.2214 0.004753 1123.092773 1284.201294 0.143333 8.3970010 410 14280 23336.38281 17476.65625 19787.49609 7.851571 1365.003 1361.695 0.762796 18841.6582 21149.19141 8.614367 12.942670 12880 14290 8367.637695 7861.30957 8890.31543 3.977053 681.9648 674.4156 0.142213 8543.274414 9564.731445 4.119267 10.385420 4700 14300 13803.35352 12660.73633 14307.12109 13.046581 1064.096 1053.299 0.439516 13724.83398 15360.4209 13.486098 10.938110 7540 1431 116.20440 116.282326 124.183685 0.001483 2.867693 2.864586 0.000004 119.150009 127.048279 0.001487 8.692335800 14320 6140.259766 4750.765625 5365.298828 0.64511 360.5876 360.9043 0.043764 5111.353516 5726.203125 0.688874 13.117550 3450

4.4.z
Packet Pg. 3800 Attachment: Appendix K - VMT Analysis (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) 1433
0 9191.236328 7022.871094 7929.559082 1.567238 530.8935 529.1191 0.097263 7553.764648 8458.678711 1.664501 13.40162 0 508
0 1434 303.0507 3360.504639 4908.255859 5536.929199 4.982599 580.8709 578.0749 0.123843 5489.126465 6115.003906 5.106441 10.44581 27 1850 143500 58.628277 88.6755750000 58.628277 88.6755750 8.013537000 1436 2588.956 50.368095 2015.740112 1919.927734 0.193784 75.76822 75.64819 0.002345 2091.508545 1995.575806 0.19613 8.799379 16930 1437 1090.389 449.955597 1179.625732 1160.760498 0.089412 58.21711 57.94476 0.002056 1237.842773 1218.705322 0.091468 11.35968 72 240 1438 158.5982 68.776474 249.013977 271.457062 0.004897 17.58856 17.50078 0.000107 266.602539 288.957825 0.005004 8.988352 1140 143900 57.043621 86.3750990000 57.043621 86.3750990 8.167578000 1440 8595.251 97.455673 7135.333008 6778.267578 4.122312 418.5784 417.8052 0.083679 7553.911621 7196.073242 4.205991 9.803308 58860 1441 2582.183 172.273605 2620.529053 2594.098633 0.420721 187.4547 186.8447 0.016182 2807.983398 2780.943359 0.436903 9.961895 181 110 14420 1236.14209 1773.948975 2031.383789 0.544591 215.121 214.078 0.013963 1989.069824 2245.46167 0.558555 10.05738 0 700
1443 20410.62 626.295105 19320.14063 18552.49219 34.020412 1473.083 1446.192 1.111356 20793.22461 19998.68555 35.131771 10.39723 1534 380 1444 17997.51 139.855362 15080.99219 14382.20703 16.842745 869.5099 867.4127 0.337793 15950.50195 15249.62012 17.180538 9.376576 128190 1445 19207.29 3172.587891 20388.34375 20022.89063 30.235342 606.0782 604.4112 0.137957 20994.42383 20627.30273 30.373299 8.817974 1238 191 1332 1446 19248.4 139.70462 15375.90625 14686.77344 6.307938 709.8401 707.9213 0.129926 16085.74609 15394.69336 6.437863 8.710554 138790 14470 4094.84375 5631.763672 6615.422363 3.472759 36.2269 36.15824 0.000565 5667.990723 6651.581055 3.473324 8.3894090 2540 1448 12151.36 297.798706 9741.27832 9271.697266 2.398164 402.4453 398.4512 0.040532 10143.72266 9670.148438 2.438696 9.103701 804 190 14490 1965.223389 2764.904785 3274.121582 0.63967 16.13006 16.09832 0.000124 2781.034668 3290.219727 0.639794 7.4604330 1260 1450 13305.91 826.407593 11612.77734 11210.55469 4.787798 531.3944 531.4521 0.081271 12144.17188 11742.00586 4.86907 8.460704 996 54 0 1451 15111.3 528.399414 12449.94727 11820.01563 7.292305 573.7199 570.7418 0.112268 13023.66602 12390.75781 7.404573 9.208772 1034 330 1452 14617.69 2690.277588 14826.6416 14735.73828 8.719666 682.5019 678.9829 0.143071 15509.14356 15414.72168 8.862737 9.022757 1034 1730 1453 15612.36 11891.61719 31678.14258 34356.66406 65.991554 1258.311 1254.954 0.492797 32936.45313 35611.62109 66.484352 7.863606 1124 762 836 1454 9139.723 318.932617 8269.180664 7981.670898 3.112591 335.5131 335.2277 0.030127 8604.693359 8316.898438 3.142718 8.055723 701 20 381 1455 68.58976 343.403198 514.209961 612.31543 0.014443 9.100231 9.013331 0.000032 523.310181 621.328735 0.014475 8.9139144 210 1456 559.8696 30.88555 528.069702 532.113586 0.01671 21.01268 21.01203 0.000144 549.082397 553.12561 0.016854 8.057732 5020 1457 369.8816 302.112915 683.107788 741.468262 0.02904 27.06503 27.04039 0.000283 710.172852 768.508667 0.029322 8.774078 31 190 1458 34075.43 1029.225464 28530.82031 27589.78125 24.42205 1320.542 1319.229 0.483088 29851.36328 28909.01172 24.905136 8.537294 2555 670 14590 4786.591797 6190.852051 7447.062988 1.422821 71.14483 71.11892 0.00259 6261.99707 7518.182129 1.425411 8.273305 0 3150
1460 4743.754 13134.55273 20103.16406 23162.1543 13.313159 391.1799 390.0461 0.047473 20494.34375 23552.19922 13.360632 8.78312 373 8250 1461 1421.405 853.786499 2145.997559 2308.794922 0.239418 45.87501 45.81455 0.000758 2191.872559 2354.609619 0.240176 8.938655 99 530 14620 1942.814819 2468.686035 2965.787354 0.228099 25.56122 25.5537 0.000343 2494.247314 2991.341064 0.228442 8.5471460 1250 1463 772.2559 763.677124 1557.485107 1737.423706 0.105454 30.13665 30.03094 0.000344 1587.621826 1767.45459 0.105798 8.330283 63 480 14640 4899.700195 6075.674316 7232.369629 1.22962 65.66931 65.46741 0.00188 6141.34375 7297.837402 1.2315 8.9427530 3060 1465 657.5569 15.959675 541.953674 530.794434 0.008484 17.33683 17.2704 0.000086 559.290527 548.064819 0.00857 8.702318 4310 14660 38593.26563 47777.41406 57237.86719 66.424919 557.0414 555.6594 0.119574 48334.45703 57793.53125 66.544495 8.9017080 24280 1467 40551.39 1953.876953 32594.02734 30657.62891 78.325378 1043.384 1041.619 0.492195 33637.41406 31699.24609 78.817574 9.970844 2281 120 640 1468 4675.039 291.388367 4104.263672 3986.812012 0.573977 198.2291 197.9909 0.012005 4302.492676 4184.802734 0.585981 8.799151 338 190 1469 14975.82 182.72438 11064.45117 10191.0625 6.258415 368.4709 368.4238 0.05971 11432.92188 10559.48633 6.318125 9.56031 896 119 1470 8041.681 32.96714 5942.321289 5491.887695 1.889406 202.692 202.6508 0.018424 6145.013184 5694.538574 1.90783 9.320202 50420 1471 16271.36 967.864075 13021.24512 12244.26367 7.89836 445.4057 445.3821 0.081403 13466.65137 12689.64551 7.979763 9.41067 996 59 86 1472 19783.94 867.478271 16689.12109 15818.12891 19.553398 543.0158 541.5977 0.1345 17232.13672 16359.72656 19.687899 8.534259 1258 55 889 1473 31192.12 31.140177 23663.63867 22179.20313 19.960693 913.222 912.1337 0.26306 24576.85938 23091.33594 20.223753 8.827256 210320 1474 7655.364 77.489426 5853.229004 5507.694336 1.904364 205.9185 205.8164 0.016925 6059.147461 5713.510254 1.921289 8.584946 51650 1475 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768.818115 0.03779 31.21458 31.17155 0.000444 733.378601 799.989624 0.038233 8.670515 23 210 1532 9836.498 2828.037598 11794.92383 12147.23242 6.859536 380.4675 381.2259 0.054262 12175.39063 12528.45801 6.913798 7.666132 761 1910 1533 19975.42 1168.988159 17094.64063 16447.73047 16.739893 596.9274 595.1659 0.145781 17691.57031 17042.89648 16.885674 7.969174 1386 76 452 1534 26630.48 1480.859741 22125.41992 21096.51172 32.166183 772.7886 770.9199 0.253912 22898.21094 21867.43164 32.420097 8.479102 1804 94 285 1535 10807.63 630.661804 8979.859375 8746.474609 5.018309 328.637 327.7881 0.056192 9308.49707 9074.261719 5.074501 7.939124 759 430 1536 14398.26 2138.556152 13870.97852 13748.69141 10.944899 436.7139 435.6783 0.066831 14307.69336 14184.37012 11.011729 7.835058 1130 139 17 1537 14086.36 1207.450806 12293.70313 11966.10938 8.421826 397.6132 396.5489 0.058905 12691.31641 12362.6582 8.480731 7.727858 1081 800 15380 662.508423 2125.476563 2290.979004 0.071643 19.97762 19.94209 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27072.12109 37.910137 1586.355 1601.871 0.384401 29599.46875 28673.98828 38.29454 12.74917 1353 1930 1547 27644.84 10602.88086 51815.60938 51289.01172 101.751129 2316.03 2322.583 0.726269 54131.64063 53611.59375 102.477402 13.26928 1814 5870 1548 16452.49 8867.580078 35595.41016 35572.85547 68.023216 1597.379 1604.784 0.306519 37192.78906 37177.64063 68.329735 13.04179 1095 491 455 1549 6299.598 304.421692 5819.017578 5177.077148 1.400869 257.2011 257.7505 0.024173 6076.21875 5434.827148 1.425042 14.84783 307 150 155000 53.753906 78.8555910000 53.753906 78.8555910 8.415225000 1551 72815.78 8031.970703 79447.42969 74421.46875 144.899292 3415.994 3432.466 2.32041 82863.42188 77853.9375 147.219696 12.47837 4565 433 0 1552 995.5068 19218.20313 45402.92969 50242.92188 101.91436 5273.872 5327.888 2.011036 50676.79688 55570.80859 103.925407 10.66199 116 11220 15530 10416.12109 22938.16211 25058.77539 21.310806 1404.072 1407.266 0.121111 24342.23438 26466.03906 21.431917 11.055030 6030 1554 14517.69 17003.44141 82610.9375 101014.125 49.336613 1011.423 1009.054 0.150205 83622.35938 102023.1719 49.48682 12.97168 1101 887 11597 1555 3553.781 60834.07813 105525.7813 114763.6953 167.108948 4345.012 4332.24 1.678018 109870.7969 119095.9375 168.786957 15.14634 299 33940 1556 27742.54 7301.098145 34552 32327.44336 53.205551 1615.942 1620.68 0.649371 36167.94141 33948.125 53.854927 15.09752 1548 383 18 1557 48060.5 3558.850098 56132.75 52507.51953 133.062225 2776.694 2762.562 1.082696 58909.44531 55270.07813 134.144928 12.30494 3304 192 746 1558 19052.47 11440.31055 34071.38672 33026.13281 32.823162 1932.579 1942.012 0.678314 36003.96484 34968.14844 33.50148 15.57417 1123 620 426 1559 15368.91 992.761658 19402.90625 18305.76758 11.382876 1008.505 1013.507 0.101818 20411.41016 19319.27344 11.484695 12.44155 1078 56 0 156000 46.706398 67.7679290000 46.706398 67.7679290 8.023797000 1561 12.45759 10476.39258 20512.81055 22161.66797 30.279678 886.0225 893.9285 0.07635 21398.83203 23055.5957 30.35603 12.353882 5900 1562 293.6724 28547.35352 46704.39063 51267.99219 33.005814 1833.878 1829.079 0.301497 48538.27344 53097.07031 33.307308 15.03621 27 15880 1563 27244.2 15614.86328 57845.94531 58017.88281 159.978897 1990.049 1995.765 0.449067 59835.99219 60013.64844 160.427979 12.46459 1964 840 2625 1564 2927.158 18.800556 2782.757568 2519.142822 0.254841 118.9658 119.3567 0.003682 2901.723145 2638.499512 0.258523 13.66522 16010 156500 39.224014 57.0810740000 39.224014 57.0810740 11.43103000 1566 17.703910 58.260254 67.146591 0.000037 2.635519 2.644195 0.000001 60.895775 69.790787 0.000038 12.64344200 1567 1181.017 321.390228 1718.205811 1624.209473 0.20243 100.0686 100.3892 0.003053 1818.274414 1724.598633 0.205483 14.19406 104 170

4.4.z
Packet Pg. 3801 Attachment: Appendix K - VMT Analysis (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) 1568 13.438
0 38.73859 45.471405 0.000077 1.623527 1.628347 0.000001 40.362118 47.099754 0.000078 11.81793 2 00
1793 58.89037 2341.681152 4227.355469 4739.910645 3.528779 39.33208 39.69304 0.000446 4266.6875 4779.603516 3.529225 10.167884 1400 1794 123.8384 7133.267578 5793.144531 6255.503906 0.701516 1652.95 1656.395 0.916497 7446.094727 7911.899414 1.618013 17.796849 4220 1795 9472.828 459.272339 8479.898438 7952.960938 7.11541 246.2451 248.8538 0.031123 8726.143555 8201.81543 7.146532 10.09397 657 270 179600 53.334213 78.8868410000 53.334213 78.8868410 7.987201000 1797 57.32594 1855.213135 4303.333984 4683.51709 1.615566 331.0802 330.5804 0.038764 4634.414551 5014.097168 1.65433 8.1755657 108 846 17980 11264.01074 18338.91406 20852.19727 61.396851 1953.895 1953.72 1.504181 20292.80859 22805.91602 62.901031 10.376690 6630 1799 35416.32 12380.87109 47336.33203 49416.54688 200.423798 1067.649 1068.753 0.470033 48403.98438 50485.29688 200.893845 8.91586 2360 791 516 1800 52150.56 4622.320801 48966.39844 48233.60156 146.594498 1470.55 1478.329 0.648101 50436.94922 49711.92969 147.242599 8.862334 3536 3000 1801 11507.61 6043.216797 21547.55078 23001.83594 62.725555 980.4252 981.4905 0.369019 22527.97656 23983.32617 63.094582 9.215867 831 368 0 1802 46947.95 5749.59375 49170.38672 48032.64844 136.811981 1260.815 1250.148 0.488762 50431.20313 49282.79688 137.300735 8.525308 3060 370 2951 1803 24735.2 2578.472656 27108.81055 27032.63281 59.544922 1071.808 1075.279 0.363761 28180.62109 28107.91016 59.908688 8.646627 1777 160 854 1804 83184.19 2907.145996 68016.07813 63899.71094 274.084412 1940.874 1938.439 1.260228 69956.95313 65838.14844 275.344604 10.13706 5068 1810 1805 6445.694 14745.49414 22679.48438 24917.44922 27.824451 519.0892 518.1233 0.087929 23198.57422 25435.57227 27.91238 10.50708 476 898 77 1806 18139.98 7808.557617 23585.89453 23914.90039 48.199627 776.5029 777.6308 0.243088 24362.39844 24692.5332 48.442715 10.18934 1159 472 47 1807 55765.95 3370.94873 46859.90234 44230.98438 196.588058 1438.332 1441.595 0.877481 48298.23438 45672.58203 197.46553 10.50759 3333 196 19 1808 44.04260 62.151684 70.459473 0.000429 1.698992 1.699863 0.000001 63.850677 72.159332 0.00043 8.718566400 1809 14982.93 906.874634 12802.98828 12007.07324 18.40099 358.9291 360.458 0.071747 13161.91797 12367.53125 18.472736 10.53315 827 52 222 18100 2407.835938 2783.908203 3082.404053 0.525528 256.2066 256.6649 0.01958 3040.114746 3339.069092 0.545108 13.19070 1440 1811 242.10530 219.532364 213.229004 0.002032 7.209257 7.217776 0.000017 226.741623 220.446777 0.002049 11.46159 1500 1812 400.4023 510.207275 969.358032 1015.55835 0.04489 66.37836 66.55178 0.001082 1035.736328 1082.110229 0.045972 11.79411 34 300 1813 5516.256 585.133423 4909.385254 4589.053711 1.404373 157.4908 157.7443 0.007232 5066.875977 4746.797852 1.411604 11.3867 333 330 1814 11757.56 1976.661377 11649.76563 10972.30176 12.512915 491.5377 492.3344 0.089246 12141.30273 11464.63672 12.60216 12.27643 750 1070 1815 1773.62 5523.255859 5889.34668 6153.508301 0.605216 91.81322 92.70293 0.002599 5981.160156 6246.210938 0.607815 14.97051 145 3280 18160 5071.741211 3955.822266 4280.718262 0.147012 10.6549 10.68124 0.000036 3966.477295 4291.399902 0.147048 19.01090 3020 18170 7316.34082 6127.186523 6707.275391 0.624255 124.5056 124.7083 0.004528 6251.691895 6831.984375 0.628784 15.002830 4310 1818 324.7563 1128.663086 1508.154053 1629.219727 0.138155 188.338 188.7357 0.012444 1696.492188 1817.955566 0.150599 12.46496 24 69 0 1819 14644.79 1787.052612 14322.54981 13665.70215 9.668959 789.2606 790.4545 0.204011 15111.81055 14456.15625 9.87297 11.00214 894 1080 18200 67.221123 96.440567 127.503853 0.000028 9.431127 9.448654 0.000043 105.871704 136.952499 0.000071 10.94995040 1821 1163.679 2598.991455 3763.705566 3981.571045 1.109509 441.0831 442.4333 0.084857 4204.788574 4424.004395 1.194365 13.1932 74 1530 1822 16549.87 112.204529 12843.32617 11889.48535 13.230759 358.3047 359.1158 0.068087 13201.63086 12248.60059 13.298846 9.542162 98670 1823 28552.94 32.896297 22565.28125 20909.68164 33.731075 637.372 638.3293 0.146546 23202.6543 21548.01172 33.877625 9.395839 184520 1824 743.0324 147.797729 722.551758 695.420654 0.04497 18.82347 18.84655 0.000192 741.375244 714.267151 0.045161 9.247171 5590 1825 157793.7 1867.058838 120056.4063 110791.1875 1136.918335 3251.111 3260.654 6.224445 123307.5156 114051.8359 1143.142822 10.91628 8323 1150 1826 36636.91 122.633034 26878.96094 24007.99023 68.950531 675.0392 675.6564 0.345963 27554 24683.64844 69.296494 11.39874 1825 70 1827 52645.68 1947.6875 42334.08203 38484.08594 239.726471 971.6649 975.0426 0.765318 43305.74609 39459.125 240.491791 11.59415 2528 108 1589 1828 55.09078 33546.27734 70345.55469 80989.83594 660.838135 7617.22 7630.959 15.7855 77962.78125 88620.80469 676.623657 9.4290597 19380 1829 710.7229 4962.263184 4729.041016 5081.335449 0.592323 1408.524 1412.348 0.625031 6137.564453 6493.683105 1.217353 15.13099 55 2840 1830 193.8792 10045.27246 8719.297852 9559.102539 2.36137 2828.739 2860.876 2.409788 11548.03711 12419.97754 4.771157 15.48722 18 6000 1831 65.79569 15687.21484 33888.14844 38811.03125 174.91394 3788.302 3799.24 3.974269 37676.44922 42610.27344 178.888214 8.9314427 904 390 1832 17059.57 2937.63623 17351.07813 16803.12891 17.392521 711.4714 713.7324 0.12774 18062.54883 17516.86133 17.520262 10.05734 1391 1710 1833 1025.101 8248.365234 10322.46777 11188.95313 9.050542 957.2711 958.9458 0.298238 11279.73926 12147.89844 9.34878 15.27305 56 4540 1834 5922.104 70.42318 4315.609375 3921.638916 1.389564 106.4275 106.274 0.006679 4422.036621 4027.913086 1.396243 12.13158 251 40 1835 19699.67 926.267883 16462.37109 15508.70898 18.435007 461.6599 462.9513 0.104099 16924.0332 15971.66113 18.539106 9.888673 1130 580 1836 50848.5 1596.331787 41935.33984 39613.69531 163.953629 1157.254 1157.963 0.657614 43092.59375 40771.66016 164.611237 9.473762 3283 980 1837 21662.25 3224.037598 21962.56445 21311.65625 52.090481 457.9486 458.2411 0.118339 22420.51172 21769.89844 52.208817 9.332725 1290 195 936 1838 53048.08 709.595459 42181.50781 40105.60156 115.409119 1304.876 1297.36 0.672909 43486.37891 41402.96094 116.082031 9.323951 3409 450 1839 55663.58 814.578064 45004.85156 42542.48438 131.214264 1398.453 1390.138 0.683635 46403.30469 43932.61719 131.897919 9.326189 3532 52 138 1840 6671.2310 5051.122559 4629.860352 2.036706 131.6726 131.9569 0.009158 5182.794922 4761.817383 2.045865 9.970647 38700 1841 11567.33 13492.32227 29332.02734 30790.7207 59.097435 634.7609 636.5665 0.138209 29966.78516 31427.28711 59.235649 9.501525 776 790 2960 1842 24793.54 17.312231 18341.91211 16589.35742 30.665258 488.7718 489.6848 0.143296 18830.68359 17079.04297 30.808556 10.91463 128010 1843 41577.9 398.803833 29873.06055 26486.18359 78.313339 758.7899 760.3701 0.57387 30631.84961 27246.55469 78.887215 13.42661 1777 20 0 1844 8963.940 6624.402344 6046.50293 4.22749 168.5885 167.7145 0.018061 6792.990723 6214.217285 4.245552 10.50733 48000 1845 513.6763 1129.568237 3850.145752 4267.612793 8.935397 336.5945 336.5135 0.05452 4186.740234 4604.126465 8.989918 10.98619 27 620 18460 95.256477 113.434563 148.017212 0.000063000 113.434563 148.017212 0.000063 12.62918050 18470 13227.89258 8741.325195 9504.319336 1.437236000 8741.325195 9504.319336 1.437236 20.860 6780 1848 427.34950 349.373108 319.848053 0.008403 15.90306 16.12923 0.000279 365.276154 335.977295 0.008681 16.17744 1800 1849 48812.16 463.778564 34926.73047 31205.28125 82.255768 909.7318 911.6321 0.525738 35836.46094 32116.91406 82.781509 12.87073 2055 260 1850 47483.12 247.175964 32972.64844 28881.97266 56.719124 748.7529 749.1879 0.452515 33721.40234 29631.16016 57.171638 14.3867 1735 130 1851 75.4352 38.509563 174.575226 186.958557 0.004055 3.280415 3.281667 0.000011 177.855652 190.240234 0.004066 11.5439 820
1852 27562.42 1730.904541 23654.95313 22013.78125 78.731331 674.791 676.2321 0.294676 24329.74414 22690.01367 79.026001 10.95484 1461 95 557 185300 60.151146 90.2758560000 60.151146 90.2758560 8.540933000 1854 1020.084 218.369568 984.658203 925.937378 0.113696 110.25 110.4918 0.007347 1094.908203 1036.429199 0.121043 12.55966 62 120 185500 60.10041 89.5159760000 60.10041 89.5159760 8.4437000 1856 1521.067 2500.502686 5812.614258 6199.121582 4.228267 57.79232 57.96259 0.002027 5870.406738 6257.084473 4.230294 9.724748 128 133 873 1857 12550.09 2325.076416 14016.53418 13520.5 23.77109 280.6221 280.6888 0.042249 14297.15625 13801.18848 23.813339 10.29486 672 128 1164 1858 34926.82 520.309143 27995.05469 25877.0293 96.422028 979.2946 979.6007 0.50235 28974.34961 26856.62891 96.92437 11.00657 2036 290 18590 214.542786 528.919678 610.28418 0.140201 34.27103 34.30168 0.000711 563.190674 644.585876 0.140911 11.18740 120 18600 10917.03516 25010.69922 28484.92383 222.904388 1859.047 1849.041 1.463387 26869.74805 30333.96484 224.367767 10.187350 6190 1861 59.68958 6391.582031 7383.952637 8400.225586 6.465208 482.6478 482.6469 0.102644 7866.600586 8882.873047 6.567852 12.457297 3630 186200 61.709068 92.866180000 61.709068 92.866180 8.29833000 18630 196.763763 318.351715 367.643097 0.023014 20.95767 20.85088 0.000197 339.309387 388.493958 0.023211 10.847540 110 1864 38869.97 859.625 31699.45898 29169.32031 79.318863 1005.674 1000.428 0.518881 32705.13477 30169.74805 79.837746 9.928082 2241 50 1053 1865 13643.72 805.905518 11547.81836 11120.41016 8.763933 338.6693 336.9214 0.050358 11886.48731 11457.33008 8.814291 10.23007 760 500 1866 9380.785 11225.62988 27803.8418 29876.97266 244.512985 1424.976 1425.631 1.190484 29228.81836 31302.60156 245.703461 11.17077 559 6440 1867 119.8209 4929.101563 7462.654297 8716.885742 10.538961 138.358 138.5681 0.011065 7601.012695 8855.453125 10.550026 11.042159 2810 1868 402.565 3275.650635 2645.148926 2831.472168 0.165165 33.88528 33.91037 0.000672 2679.03418 2865.38208 0.165837 18.19176 25 184 0 1869 11878.54 13572.54688 22298.81055 23002.64453 28.192268 2797.774 2799.292 3.054518 25096.58594 25801.9375 31.246786 12.25104 719 7980 1870 92.73241 8672.635742 17088.78125 19793.39063 80.124008 831.1839 834.6901 0.297178 17919.96484 20628.08203 80.421188 9.1452676 5150 187100 61.153694 92.2784190000 61.153694 92.2784190 8.659221000 1872 986.7175 157.532745 1134.682373 1104.247192 0.113788 51.66961 51.74184 0.000739 1186.352051 1155.989136 0.114527 10.46191 9390 18730 371.280884 416.150269 463.885315 0.007978 40.74285 40.81035 0.000527 456.893127 504.695618 0.008504 14.258820 220 1874 114.4956 50.625923 200.613251 213.756607 0.004134 3.358453 3.362471 0.000004 203.97171 217.11908 0.004138 8.587119 1130 1875 3773.6830 2545.396484 2196.856445 0.828625 42.53912 43.15306 0.001592 2587.936035 2240.009766 0.830217 14.58636 14500 187600 52.238426 74.0549090000 52.238426 74.0549090 10.60289 000
1877 876.7589 38.959274 673.713501 604.525391 0.049202 14.92299 14.99871 0.000155 688.636475 619.524048 0.049357 12.42863 4120 187800 54.777592 82.3179020000 54.777592 82.3179020 9.234906000 187900 55.483383 83.0916210000 55.483383 83.0916210 9.37006000 1910 2919.358 402.217407 3367.51123 3250.212891 0.654482 162.7441 163.4366 0.007542 3530.255127 3413.649414 0.662024 11.79844 175 230 1911 1359.86 1188.015503 2522.059082 2537.465332 0.239344 85.24537 85.69319 0.002448 2607.304688 2623.158447 0.241792 13.80964 98 680 1912 604.3635 164.15802 1195.345093 1216.107422 0.07251 88.57397 89.02976 0.003098 1283.918945 1305.137207 0.075608 11.94296 5290 1913 2254.105 1960.112793 6017.770508 6294.403809 3.103448 145.3263 145.6589 0.004697 6163.09668 6440.0625 3.108145 11.10724 140 1170 1914 546.5422 859.991333 2492.336914 2634.228271 0.175289 36.04063 36.23997 0.000256 2528.377441 2670.468262 0.175545 9.609089 49 52 301 1915 3485.108 528.334717 4318.367188 4226.013672 0.89289 154.248 156.2027 0.005046 4472.615723 4382.21582 0.897936 11.13774 231 31 0 1916 25705.81 19426.61719 48229.625 48826.59375 63.311996 5652.701 5682.12 5.297766 53882.32813 54508.71484 68.609772 12.59594 2053 1195 514 1917 7234.136 1542.643433 8477.045898 8182.506836 1.264895 608.5394 610.0387 0.054825 9085.584961 8792.544922 1.31972 11.13445 562 950 1918 11472.62 13851.60742 36285.07031 38468.46484 70.771896 2316.699 2332.463 0.908727 38601.77344 40800.92969 71.680626 10.65914 1026 870 136 1919 23049.06 5156.955566 35680.41016 36100.17969 59.275826 1178.915 1202.593 0.280355 36859.32813 37302.77344 59.556183 9.084766 2218 326 1955 1920 18612.84 3891.145996 26770.02344 27029.03125 21.673849 1208.76 1214.355 0.209313 27978.7793 28243.38672 21.883162 9.251585 1842 255 171 1921 50552.59 8135.439453 71730.5 71592.07813 206.928345 3678.668 3688.973 2.715937 75409.17188 75281.05469 209.644287 9.476549 4792 543 75 1922 16693.69 4082.819336 25932.80469 26352.86719 22.647394 1535.829 1533.098 0.366409 27468.63477 27885.96484 23.013805 9.553066 1667 2636 1923 26779.26 28253.74609 74592.65625 81269.03906 150.335083 1192.283 1198.01 0.237395 75784.9375 82467.04688 150.572479 9.754224 2640 1900 0 1924 684.1292 2582.603271 7562.637695 8120.531738 0.95416 106.6361 106.9852 0.001501 7669.273438 8227.517578 0.955661 7.799777 144 171 1329 1925 22256.37 1183.984131 26477.59375 25755.12109 17.36046 1082.948 1087.667 0.178551 27560.54297 26842.78906 17.539011 8.459434 2184 81 831 1926 22566.11 1976.343262 29966.35156 29458.29297 25.115746 1505.553 1514.256 0.387736 31471.90625 30972.55078 25.503483 9.018646 2448 134 536 1927 106.583 61324.625 81441.21875 88468.10938 167.069733 5824.036 5804.318 5.934774 87265.25 94272.42969 173.004517 14.1502 10 38400 1928 32775.77 8334.52832 44210.8125 43224.62891 42.824501 2552.684 2570.126 1.778158 46763.49219 45794.75391 44.602661 11.1465 2774 5290 1929 50722.95 6153.523438 61765.10547 60932.5 139.936157 2264.788 2262.788 0.981505 64029.89453 63195.28906 140.917664 9.445292 4532 4110 1930 5836.2 22906.14258 40617.25391 43681.98438 74.166656 2032.147 2039.537 0.818865 42649.39844 45721.52344 74.985519 11.34872 507 1491 494 1931 39105.4 11185.16602 66981.40625 68293.39063 153.18573 2822.361 2820.776 1.611522 69803.78125 71114.17188 154.797241 9.496663 3886 767 0 1932 32626.41 8058.445313 48180.26172 48513.44531 119.105316 1508.822 1518.522 0.512781 49689.08594 50031.96875 119.618095 9.503794 2869 5330 1933 9200.564 2599.069336 15873.14844 16159.1582 11.980307 850.8138 851.6635 0.140927 16723.96289 17010.82031 12.121233 9.246039 815 1750 1934 21043.48 7171.672852 37103 38106.57813 31.565361 1421.111 1423.715 0.299281 38524.11719 39530.29297 31.864641 9.572394 2106 482 679 1935 38051 21092.56641 60570.5 59798.76563 79.055763 3823.939 3819.543 2.350838 64394.4375 63618.3125 81.406601 11.57854 3111 13500 1936 28551.01 4603.134277 38922.28906 37923.99609 78.670273 1983.852 1976.17 0.874454 40906.14063 39900.16797 79.544724 12.35704 2327 2740 1937 71313.55 2663.182129 74284.36719 69459.02344 144.27034 3364.997 3338.615 3.067625 77649.35938 72797.64063 147.337967 10.63984 5410 1640 1938 43547.42 28573.59766 94297.64063 99508.78125 401.217255 4858.81 4883.171 5.558568 99156.45313 104391.9531 406.775818 11.75717 3449 1679 3795 1939 24382.07 2103.375732 25964.91406 24379.375 39.270332 1002.471 1005.818 0.353331 26967.38477 25385.19141 39.623661 12.0311 1585 1190 1940 31999.45 3406.84082 36453.05469 35115.94531 54.773651 1937.604 1942.1 0.79297 38390.66016 37058.04688 55.56662 10.11605 2649 203 610 1941 48684.5 5243.110352 50333.39063 47198.03125 169.27623 1634.918 1639.953 0.997433 51968.30859 48837.98047 170.273666 11.00209 3435 305 514 1942 13736.61 2108.803955 16617.55078 15937.7666 14.034273 447.267 449.9236 0.051613 17064.81641 16387.69141 14.085885 9.567096 1000 126 1033 1943 47834.02 6824.745605 57511.07031 55342.96875 238.092926 1547.512 1544.928 0.827644 59058.58203 56887.89453 238.920563 9.461914 3599 420 2868 1944 24268.83 1097.054321 22024.6875 20000.58984 19.234913 708.8675 710.7502 0.23028 22733.55469 20711.33984 19.465193 11.64052 1557 600 1945 19161.02 35388.75391 62830.92188 65482.04688 101.073715 13256.93 13231.29 33.89508 76087.84375 78713.33594 134.968811 12.57911 1798 23470 1946 36876.23 807.756836 36733.27344 34508.28125 86.393623 1416.962 1408.281 0.618212 38150.23438 35916.55859 87.011833 9.512465 3077 510 1947 16673.54 410.430908 17711.88086 16831.36328 6.285703 878.0002 885.3785 0.11922 18589.87891 17716.74219 6.404923 11.80696 1109 240 19480 8112.998047 9101.248047 9771.682617 0.537712 1964.184 1978.338 0.420313 11065.43164 11750.02148 0.958025 19.36618 0 4770
1949 9179.377 8781.693359 20823.51172 21035.80664 8.496819 2283.924 2297.09 0.625814 23107.4375 23332.89453 9.122632 13.88902 726 5180 1950 43347.66 51075.22656 122965.9766 129272.3594 525.316406 7812.991 7886.365 9.552341 130778.9609 137158.7188 534.868713 11.69834 3854 3108 806 1951 22726.5 6239.526367 37844.25781 38518.14844 85.436035 2071.016 2081.749 0.885041 39915.27734 40599.89844 86.321075 9.571227 2073 3830 1952 23296.49 5096.201172 38220.125 38339.50391 65.593147 1917.095 1929.515 0.706133 40137.21875 40269.01953 66.299278 10.99176 2205 3060 1953 46528.58 14173.1582 69609.38281 70292.39844 228.543747 3376.789 3411.65 1.83981 72986.17188 73704.04688 230.383575 10.41322 3297 852 585 1954 35233.05 6030.641113 50811.35938 50806.52734 105.238754 2717.147 2741.976 1.054413 53528.50391 53548.50391 106.293175 10.15444 3061 368 1036 1955 19506.53 15243.95313 41733.92969 42977.40234 49.970844 2261.332 2284.414 0.745499 43995.25781 45261.82031 50.716347 11.75058 1880 9030 1956 6913.911 1607.908447 7927.870117 7611.631836 2.033461 433.4311 436.4883 0.044972 8361.301758 8048.120117 2.078433 12.54548 447 920

4.4.z
Packet Pg. 3802 Attachment: Appendix K - VMT Analysis (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) 1957
0 37032.94922 59971.57031 69239.46875 104.977295 105.3975 106.4852 0.001739 60076.97656 69345.95313 104.979034 11.24306 0 2259
0 1958 26178.46 28732.76172 80802.71875 86842.66406 275.022522 5808.163 5911.524 6.048942 86610.88281 92754.1875 281.071503 9.881359 2635 17580 1959 12900.65 2986.944336 20980.30469 21543.32813 17.655268 1131.056 1137.401 0.215155 22111.35938 22680.73047 17.870422 8.651237 1352 1870 19600 53442.14844 131525.4688 149267.5781 1222.104492 10126.19 10215.33 13.04731 141651.6563 159482.9063 1235.151855 8.8342470 33670 1961 29216.56 10609.91699 43401.69922 44052.86719 66.567108 2109.095 2140.45 0.697645 45510.79297 46193.3125 67.264748 10.92522 2113 6530 1962 30396.23 53192.54688 121062.125 134042.8125 577.72998 3027.537 3031.329 1.861895 124089.6563 137074.1563 579.591858 10.33893 3175 3393 143 19630 9741.299805 15201.0625 16789.68945 8.327955 400.2995 402.6084 0.023791 15601.36328 17192.29688 8.351746 9.9916490 6220 1964 19562.05 13277.78613 53421.44141 56607.97266 167.917358 3436.79 3462.622 2.023346 56858.23438 60070.59375 169.940704 9.492038 2551 831 25 1965 33112.72 9586.035156 54799.92188 55862.98438 112.823997 1987.411 2003.808 0.64945 56787.32813 57866.79297 113.473434 9.224076 3053 600 2381 1966 44454.59 6683.851563 54665.15625 54017.02344 131.805054 1994.099 2000.839 0.829662 56659.25391 56017.85938 132.634705 9.108368 3919 423 575 1967 23037.08 4992.148438 32477.66016 32434.54102 50.6497 1408.765 1407.991 0.436263 33886.42578 33842.53125 51.08596 8.752079 2146 326 989 1968 21071.55 9953.689453 38546.11719 40377.53125 50.023354 1185.454 1204.994 0.269771 39731.57031 41582.52344 50.293121 9.630495 2076 6360 1969 26653.01 4833.301758 36420.42188 36518.15234 33.221828 1524.123 1540.25 0.305797 37944.54688 38058.40234 33.527626 9.705498 2493 3050 1970 55266.74 1105.160156 54118.78516 51469.28125 151.855804 1896.763 1894.558 0.896121 56015.54297 53363.84375 152.751923 8.578297 4959 720 1971 45779.23 8929.55957 71670.875 72778.99219 298.396362 3758.45 3776.489 2.862728 75429.32813 76555.48438 301.259094 8.923086 4135 594 567 1972 12504.61 2472.848633 17096.10547 16887.24414 16.735777 738.6596 734.4172 0.142232 17834.76563 17621.66211 16.87801 9.69317 1014 1540 1973 54405.45 7500.722656 70894.11719 69986.07031 271.726593 3104.733 3101.531 2.361899 73998.85156 73087.59375 274.088501 8.935984 4722 500 550 1974 13117.99 512.677856 12982.92969 12292.51953 7.76168 458.326 458.422 0.056006 13441.25586 12750.94141 7.817685 9.123312 1062 32 0 1975 21472 1224.104004 25917.10156 25169.21875 22.829304 1357.532 1364.686 0.327114 27274.63477 26533.90625 23.156418 10.9048 1654 73 250 1976 15238.15 2996.246582 22476.60547 22292.28516 20.370487 1115.981 1115.676 0.215174 23592.58789 23407.96094 20.585663 10.50481 1361 1830 1977 6861.189 1462.160889 9559.595703 9511.174805 3.621612 369.9537 367.8209 0.027957 9929.549805 9878.996094 3.64957 9.275721 626 910 1978 14199.34 1229.771729 15343.8418 14667.70703 7.380079 566.1941 567.0788 0.065151 15910.03711 15234.78516 7.44523 9.588124 1228 750 1979 31582.9 2512.01709 32130.12891 30397.54688 52.295372 1003.663 1004.057 0.258467 33133.78906 31401.60156 52.553841 10.01178 2420 1480 1980 16723.11 672.648926 17182.83203 16291.14844 9.023796 688.1601 689.6899 0.093655 17870.99219 16980.83789 9.117452 9.566229 1407 410 1981 6251.67 17.187164 5535.750977 5080.708008 1.568666 178.4135 179.6337 0.009451 5714.164551 5260.342285 1.578117 10.19549 43410 1982 20618.31 1014.341064 20936.73047 19943.38867 20.57707 751.6604 751.9935 0.13714 21688.39063 20695.38086 20.714211 9.007445 1893 630 1983 7974.139 639.846741 9085.539063 8624.628906 3.805139 291.6369 291.8182 0.019528 9377.175781 8916.446289 3.824667 8.733724 684 39 536 1984 8688.438 5674.010742 15155.25781 15284.89844 7.649788 350.869 351.4771 0.030813 15506.12598 15636.37598 7.680601 9.892899 803 357 643 1985 11256.56 462.221619 10563.01563 9874.90625 4.984827 321.1648 321.7709 0.027962 10884.18066 10196.67773 5.012789 9.600666 862 280 1986 11939.92 9501.074219 28746.91406 30570.77734 27.727543 875.4033 880.5432 0.126869 29622.31836 31451.32031 27.854412 9.320177 1198 624 750 1987 89570.52 18576.86133 104653.9844 102281.2109 686.830688 4223.588 4223.263 6.487374 108877.5781 106504.4844 693.318054 10.69607 5441 1174 2571 1988 75782.25 6525.69043 74212.14063 70520.11719 315.207855 2904.343 2912.333 3.09342 77116.48438 73432.45313 318.30127 10.95902 4369 3900 1989 182521.8 3164.206543 141361.8438 129433.6719 905.30072 4264.846 4273.317 7.125975 145626.6875 133706.9844 912.426697 11.93802 9168 1950 1990 92230.8 39202.47656 143943.0156 145810.3125 645.507446 5904.549 6039.52 11.93586 149847.5781 151849.8281 657.443298 11.79347 5656 23320 1991 27201 14251.84375 51457.52344 53256.77344 259.818665 1807.552 1810.781 1.110187 53265.07813 55067.55469 260.928864 9.850353 1815 873 1094 1992 21989.86 859.028381 19281.03711 17644.08398 13.411688 700.7665 703.8165 0.209924 19981.80469 18347.90039 13.621613 11.70003 1292 490 1993 32519.67 1861.256836 30299.46484 27951.82813 23.043575 1273.934 1280.479 0.543082 31573.39844 29232.30859 23.586658 12.4925 1736 1060 1994 39018.24 2919.35083 44610.69531 42533.21094 76.463844 1901.354 1916.375 0.727257 46512.04688 44449.58594 77.191109 11.35192 2657 181 661 1995 3979.261 285.022766 4127.291016 3854.39624 0.806262 144.6186 145.4467 0.005305 4271.910156 3999.842773 0.811567 10.91605 222 17 259 1996 14006.36 8307.563477 32683.79883 33457.32031 38.624878 789.7094 794.0103 0.106056 33473.50781 34251.33203 38.730934 10.48992 1005 512 2747 1997 3669.325 7180.673828 10699.00977 11027.97949 1.010926 179.7174 181.2787 0.005384 10878.72656 11209.25879 1.01631 15.73763 254 4500 1998 44.48322 13929.3418 19214.62109 20769.37695 14.869143 1567.617 1572.839 0.370718 20782.23828 22342.21484 15.239861 17.027374 7760 19990 38594.99219 48961.87109 52754.125 31.272545 5035.255 5064.85 2.36437 53997.125 57818.97266 33.636913 17.665950 2218 0 2000 31.91173 70401.78125 104636.2031 115464.4844 220.068085 8477.08 8603.902 16.11191 113113.2813 124068.375 236.180008 13.817743 42250 2001 52703.68 1205.376221 57393.97656 54352.44922 73.565292 3387.55 3419.621 2.37499 60781.52344 57772.07031 75.940285 12.90135 3573 700 2002 126.0847 1480.366455 2241.84375 2437.101807 0.363505 203.91 203.6828 0.0089 2445.753662 2640.784424 0.372406 13.19709 13 910 2003 58102.25 4543.316406 57485.14453 53160.4375 119.499077 2429.098 2434.778 2.5978 59914.24219 55595.21484 122.096878 13.1004 3360 252 661 2004 29615.5 1975.27417 33666.44922 31969.66797 39.180336 1794.309 1799.798 0.548193 35460.75781 33769.46484 39.728523 12.57799 2057 1200 2005 7832.246 785.3479 7774.919434 7280.256836 3.012511 312.8145 313.491 0.028677 8087.733887 7593.748047 3.041188 12.00928 454 470 2006 53012.84 5041.888672 58347.75 55866.63281 158.035324 2857.297 2870.436 1.934491 61205.04688 58737.0625 159.969818 12.48486 3256 3050 2007 16346.95 3119.050049 23921.37695 23571.52344 21.651966 1284.512 1295.947 0.279832 25205.88867 24867.4707 21.931797 11.64264 1292 194 131 2008 18351.16 12050.00586 50187.1875 52591.30469 125.609497 3232.145 3236.467 1.212995 53419.32813 55827.77344 126.822495 10.63291 1695 762 0 2009 6430.563 1459.457031 9168.597656 9007.476563 2.45857 628.7426 630.9844 0.060816 9797.339844 9638.460938 2.519385 11.67628 589 920 2010 5892.878 540.528992 7464.021484 7143.184082 3.082314 375.095 378.4677 0.025914 7839.116211 7521.652344 3.108228 11.86908 544 310 2011 4687.148 18502.37891 35261.92578 38601.96094 18.931389 2010.56 2030.637 0.449211 37272.48438 40632.59766 19.3806 11.37081 521 12040 2012 3.694283 24476.72461 37778 41809.28125 29.640215 4807.983 4838.191 2.099664 42585.98438 46647.47656 31.739876 14.08482 14750 2013 24138.58 2320.897949 31610.67383 30587.16211 55.344559 1751.685 1765.783 0.471472 33362.35938 32352.94531 55.816032 12.09837 1850 136 641 2014 35014.56 2248.605469 40759.0625 39113.38672 54.022896 1861.526 1878.779 0.429877 42620.58594 40992.16797 54.452774 11.36243 2568 134 778 2015 10853.9 70716.67969 117662.8672 128891.3594 194.755005 6711.73 6744.981 5.417719 124374.5938 135636.3438 200.172729 12.64826 1243 45610 20160 32595.5332 70417.52344 78684.71875 239.384491 3794.965 3814.45 1.439591 74212.49219 82499.17188 240.824097 9.718801 0 20960
2017 20476.8 3888.138672 32035.80078 31909.23633 37.264503 1615.159 1633.858 0.364344 33650.95703 33543.09766 37.628849 10.30739 1832 239 804 2018 3639.381 92.36541 4744.146484 4721.874512 0.308311 274.8887 280.3422 0.007222 5019.035156 5002.216797 0.315533 9.998085 37960 2019 4821.381 4720.515625 16522.89648 17629.21484 6.841345 879.6083 886.8171 0.080489 17402.50391 18516.03125 6.921835 9.46273 518 3090 2020 2806.864 7327.49707 15516.36523 17355.57031 4.624641 374.9488 382.7646 0.019041 15891.31445 17738.33594 4.643682 10.56797 294 4820 2021 4380.148 4369.814453 12109.92773 12892.53613 2.94699 697.2261 713.0562 0.064451 12807.1543 13605.5918 3.011442 10.81917 431 2849 2022 17160.96 6539.64209 33796.03125 35056.95703 50.506382 1997.251 2027.54 0.699361 35793.28516 37084.49609 51.205742 10.46944 1674 4200 2023 27347.96 26028.46289 86190.07813 91071.53125 276.056641 4563.299 4598.205 3.129513 90753.375 95669.73438 279.186157 10.42457 2875 1698 3157 2024 26437.62 16036.83398 48539.91797 49272.98438 187.94548 1200.81 1203.181 0.546066 49740.72656 50476.16406 188.491562 10.81259 1553 915 3783 2025 56758.8 1755.049805 44348.94531 38887.28516 104.312393 1370.179 1377.425 1.333285 45719.125 40264.71094 105.645668 14.82383 2454 840 2026 15633.38 387.591034 13168.61133 11809.5293 7.303944 453.1699 455.678 0.106483 13621.78125 12265.20703 7.410426 13.30589 796 200 2027 17148.77 640.248901 14499.89551 13378.75977 13.979977 434.7086 434.8597 0.088891 14934.60449 13813.61914 14.068869 10.56834 1095 370 2028 4817.461 2850.126465 8598.111328 8702.37793 3.091685 118.7961 118.6411 0.005183 8716.907227 8821.018555 3.096869 9.819996 272 165 1113 2029 29886.87 2547.824951 33874.72266 32387.27734 27.617491 1729.448 1739.333 0.529251 35604.17188 34126.60938 28.146744 11.89127 2177 1560 2030 7981.268 2428.230957 11771.52148 11672.60547 7.151296 716.6422 719.5859 0.133044 12488.16309 12392.19141 7.28434 11.87652 575 1440 2031 9506.392 4829.199219 19437.44922 20005.39453 11.113017 496.1411 499.7056 0.034156 19933.58984 20505.10156 11.147173 10.09482 741 303 1434 2032 6570.739 4418.712891 17672.62695 18473.79102 12.307734 900.0872 905.8832 0.120473 18572.71289 19379.67383 12.428207 9.825331 499 273 1139 2033 14408.79 842.487183 17159.95117 16643.05273 9.284832 785.6422 791.0411 0.091994 17945.59375 17434.09375 9.376826 9.850479 1121 53 615 2034 1572.65 464.28186 1885.270752 1807.894287 0.097259 129.1925 130.6707 0.007231 2014.463379 1938.565063 0.104491 13.93451 103 250 2035 1285.627 719.07019 2459.527588 2511.606201 0.463341 206.6999 207.5712 0.013234 2666.227539 2719.177246 0.476575 12.41777 82 410 2036 2731.44 35.026947 2540.449707 2383.64209 0.277286 105.9122 107.6499 0.003587 2646.362061 2491.291992 0.280873 11.34965 17820 2037 189.3567 730.469971 1824.392822 2001.796509 0.414973 139.2135 140.0379 0.003779 1963.606323 2141.834473 0.418752 11.23035 16 430 2038 530.5494 100.135712 808.372681 812.151489 0.031232 45.78169 45.96661 0.000377 854.154297 858.118042 0.031609 10.75436 4560 2039 5755.338 504.448914 6823.362305 6678.407715 1.613154 294.341 296.6293 0.016901 7117.703125 6975.037109 1.630055 10.08817 511 310 2040 10697.85 1553.706665 14635.33398 14449.23926 7.780297 515.2053 529.5323 0.057224 15150.53906 14978.77148 7.837521 9.788078 913 96 801 2041 996.4132 84.642906 1130.9021 1103.717163 0.052792 46.28537 47.24013 0.000586 1177.187378 1150.957275 0.053379 11.46317 75 50 2042 2032.743 34277.15234 39206.42188 42192.86719 6.595808 3279.79 3313.96 1.20418 42486.21094 45506.82813 7.799987 17.26204 264 21050 2043 8912.811 4374.426758 12956.38477 12838.60156 2.991845 2394.853 2404.874 0.789902 15351.23731 15243.47461 3.781747 11.97054 759 2710 2044 15729.55 21313.64648 68830.63281 74411.96875 442.705872 7016.96 7080.122 7.535102 75847.58594 81492.08594 450.240997 10.04853 1548 13290 2045 19710.11 9089.847656 41109.68359 42602.75391 118.793579 3630.037 3627.48 1.886301 44739.72266 46230.23438 120.679878 10.35254 1464 5600 20460 39247.96484 88006.73438 99317.64844 637.228149 8086.981 8093.206 9.860207 96093.71094 107410.8594 647.088379 10.490070 23990 2047 18460.23 16569.47852 59789.08984 64101.85156 266.33667 4056.554 4069.803 2.238165 63845.64844 68171.65625 268.574829 10.10786 1450 1052 54 2048 30075.76 2712.954834 38376.78906 38179.67578 52.390785 1915.603 1927.803 0.536117 40292.39844 40107.47656 52.926903 9.742525 2926 1740 2049 25807.5 27062.3125 79050.82813 84716.14063 200.712128 2630.16 2641.983 0.940818 81681 87358.13281 201.652939 10.46178 2424 1767 1902 2050 33323.24 29615.41016 77968.55469 81119.75781 172.763947 3937.808 3954.526 2.270389 81906.35938 85074.28906 175.034332 11.4702 3110 1871 0 2051 21638.18 3053.702637 28894.36328 29024.95703 31.95076 1397.889 1421.816 0.316929 30292.25391 30446.77539 32.267693 9.720527 2060 1970 2052 9490.207 24618.30664 106042.8438 127582.4609 155.714188 2312.403 2331.401 0.884191 108355.25 129913.8594 156.598373 12.05348 1783 1590 10600 2053 9578.332 79.967056 9160.262695 8722.40625 3.120484 355.0677 357.4541 0.022015 9515.330078 9079.861328 3.142499 9.179241 82050 2054 24585.52 3370.303711 29342.94531 28038.5 29.50099 1491.329 1506.349 0.245231 30834.27539 29544.84766 29.746223 11.82761 1830 2000 20550 514.426636 652.68396 706.04541 0.002439 26.04162 26.3066 0.000058 678.725586 732.351929 0.002496 19.475730 310 2056 18393.35 3952.358643 28094.44141 27886.37891 38.561363 1095.386 1105.043 0.18837 29189.82617 28991.42188 38.749733 10.58247 1439 245 1250 2057 31625.48 47808.80469 121467.9219 131452.3906 386.063965 2268.224 2265.705 0.761816 123736.1484 133718.0938 386.825745 12.34834 2780 3022 437 2058 79106.61 40395.40625 133295.9531 132516.9531 473.446045 8544.492 8619.058 6.97083 141840.4531 141136 480.41687 13.27677 5614 2492 674 2059 848.7166 5958.914063 8089.828125 8570.929688 0.793975 325.7209 327.0099 0.01055 8415.548828 8897.939453 0.804525 18.25669 49 3570 2060 1588.316 4124.744141 6714.399414 6961.072266 0.703021 288.868 290.1881 0.009872 7003.267578 7251.260742 0.712894 17.47859 110 2410 2061 9259.017 798.427002 11070.58691 10752.38281 3.3115 518.3313 518.8664 0.029636 11588.91797 11271.24902 3.341136 9.781143 923 510 2062 18652.76 700.221008 22280 21643.39453 14.160718 1284.239 1285.221 0.1955 23564.24023 22928.61523 14.356218 10.67468 1516 440 2063 7408.842 2366.419189 16266.06348 16728.46094 3.6189 1010.139 1011.821 0.085211 17276.20313 17740.28125 3.704111 10.98662 849 1540 2064 227.6814 5170.362793 8376.128906 9189.958008 0.359586 278.3933 279.1254 0.006752 8654.521484 9469.083984 0.366339 13.4832 17 3380 2065 3204.115 665.0625 5768.821289 5786.880859 0.556796 465.3814 465.6175 0.0199 6234.202637 6252.498535 0.576695 11.13108 358 430 2066 7775.882 8262.332031 21017.9375 21370.3125 8.287541 1047.738 1051.528 0.094296 22065.67383 22421.8418 8.381838 13.64222 678 517 0 2067 5000.043 1186.741455 9278.962891 9347.8125 1.553084 780.2407 782.5853 0.053754 10059.2041 10130.39844 1.606838 11.64975 549 760 2068 16169.87 2740.824951 23979.21289 24101.58398 15.551474 1290.778 1295.291 0.156403 25269.99023 25396.875 15.707878 9.62167 1683 1770 2069 9470.773 8153.604492 24446.16406 25424.42383 12.845299 1293.622 1300.779 0.155827 25739.78516 26725.20117 13.001125 10.8282 1027 530 152 2070 1817.912 12994.71191 123522.4844 163813.7969 11.53583 780.5798 789.6844 0.061573 124303.0625 164603.4844 11.597403 12.61231 240 841 22414 2071 2277.853 9860.223633 24881.57227 26913.79688 5.889604 2771.45 2748.157 0.541724 27653.01953 29661.95508 6.431327 12.28816 340 6440 2072 24.04208 30758.69336 47577.58203 52329.02344 5.733753 4060.546 4109.988 1.277318 51638.125 56439.01172 7.011071 13.986453 2008 707 2073 153.9096 41733.1875 67543.75 77850.04688 2.274234 417.5423 421.6773 0.014168 67961.29688 78271.71875 2.288401 13.63863 40 27200 2074 664.0941 10115.57129 25744.15234 28566.58594 9.280165 1337.562 1350.352 0.137461 27081.71484 29916.9375 9.417625 10.68694 148 6640 2075 5305.234 26925.62891 62581.82813 68013.83594 92.608765 2134.449 2145.616 0.375833 64716.27734 70159.44531 92.984589 10.98823 661 1746 0 2076 840.1185 9107.25 16187.44336 17757.90234 1.99595 1020.566 1012.447 0.093493 17208.00781 18770.34961 2.089443 12.85103 94 5890 2077 369.3743 7108.550781 13039.83789 14482.75781 1.311854 703.7208 711.2679 0.041186 13743.55859 15194.02637 1.35304 12.00491 45 463 191 2078 120.6492 11130.2666 23411.82031 25815.50586 2.891665 418.4939 418.9789 0.015466 23830.3125 26234.48438 2.90713 10.26774 12 724 1882 2079 34695.38 3305.825928 41651.73438 40356 91.63092 1628.825 1630.213 0.613171 43280.5625 41986.21484 92.244087 9.965029 2904 210 757 2080 13024.24 10534.02246 33668.69922 35266.75 31.69743 1230.402 1225.79 0.256407 34899.10156 36492.53906 31.953838 11.12191 1299 673 645 2081 3834.11 7815.21582 20373.66797 22312.88672 6.498507 591.1064 589.0176 0.039916 20964.77539 22901.9043 6.538423 11.36904 389 5040 2082 19281.24 5384.432617 34348.24219 34777.16797 27.710093 1375.8 1371.132 0.299518 35724.04688 36148.30078 28.009609 10.66616 1762 346 643 2083 24087.98 1271.263672 27039.46875 26273.14844 23.853947 1256.586 1282.563 0.281908 28296.05469 27555.71094 24.135855 10.39015 2018 80 0 2084 22707.05 3903.424805 37957.76563 38343.76563 44.190994 2157.785 2194.119 0.809935 40115.54688 40537.88672 45.000931 10.45508 2361 253 1007 2085 25204.08 233.414597 24108.78516 22659.75781 32.184299 879.954 884.6885 0.183392 24988.74023 23544.44531 32.367691 9.014745 2166 150 2086 23000.95 16751.1543 58531.92969 62098.84375 88.77301 1970.266 1980.392 0.583871 60502.19141 64079.23438 89.35688 11.35477 2329 10790 2087 8962.251 3463.678467 17348.07617 17750.13086 6.530002 903.1082 906.9836 0.098321 18251.18359 18657.11328 6.628323 11.00621 860 2240 2088 3818.254 33699.47266 56301.46484 61331.89063 131.396133 7230.368 7272.523 5.415341 63531.83203 68604.41406 136.811478 14.81875 296 19610 20890 3367.008301 4523.334473 4878.233398 0.228909 535.7192 539.7845 0.022014 5059.053711 5418.018066 0.250923 16.632810 2040 2090 13685.89 3598.275635 19993.25391 19584.83594 11.28992 1322.542 1331.957 0.168865 21315.79492 20916.79297 11.458784 11.76853 1142 2190 2091 27168.99 25243.71484 71240.79688 74237.15625 225.981613 3721.35 3741.621 1.945089 74962.14063 77978.77344 227.926697 12.53981 2119 15420

4.4.z
Packet Pg. 3803 Attachment: Appendix K - VMT Analysis (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) 2092 27994.03 1775.236206 36658.73828 35368.76172 52.569908 2507.17 2514.926 1.048423 39165.90625 37883.6875 53.618332 12.76446 2320 107 0 20930 36173.78906 54646.34766 60335.53906 41.356853 4871.137 4921.75 1.670721 59517.48438 65257.28906 43.027576 14.29510 22250 20940 13189.46582 19392.80859 21175.90625 7.759787 1256.558 1271.473 0.1296 20649.36719 22447.37891 7.889386 15.051440 8090 2095 31131.27 160378.9375 396314.125 461430.1875 3832.891846 7794.711 7859.316 13.0718 404108.8125 469289.5313 3845.963623 13.54217 4963 9567 24822 2096 43247.7 4928.216309 74488.51563 73754.98438 152.380798 5371.133 5414.343 3.516706 79859.64844 79169.32031 155.897507 12.23011 4712 302 801 20970 902.055176 1525.645752 1753.288574 0.023767 2.760993 2.795827 0.000001 1528.406738 1756.084351 0.023768 12.967760 560 2098 16849.18 2465.888428 22690.63281 22387.63867 22.009756 841.7601 850.5293 0.095693 23532.39063 23238.16797 22.10545 10.09384 1354 154 832 2099 188.5014 2072.516602 3510.44043 4035.587891 0.058541 54.01825 54.66195 0.000391 3564.458984 4090.249756 0.058932 14.59703 22 1270 21000 10328.13965 20062.23438 22182.48438 11.216967 1388.093 1409.49 0.175536 21450.32813 23591.97461 11.392503 11.301580 6730 2101 2006.077 57974.51563 77225.84375 81657.91406 44.582943 6916.865 6953.53 4.023866 84142.71094 88611.4375 48.606812 18.48864 252 3680 0 2102 6166.322 3241.426514 14850.36914 15370.42188 4.124628 961.6816 966.9805 0.079338 15812.05078 16337.40234 4.203965 10.2648 817 2110 2103 12007.86 903.555664 14806.70117 14589.08496 5.803065 665.6165 667.6467 0.048638 15472.31836 15256.73242 5.851703 9.668993 1049 590 2104 18297.34 2345.01416 24859.99609 24642.53125 15.487303 987.0143 997.4551 0.103501 25847.00781 25639.98438 15.590804 9.24817 1606 153 777 2105 44665.28 7671.613281 55866.38672 54949.08594 68.530594 2528.62 2551.629 0.74394 58395.00781 57500.71875 69.274544 10.73621 3794 4910 2106 17256.13 7180.916016 43316.82422 45141.55469 91.305077 3407.26 3427.061 1.225754 46724.08594 48568.61719 92.530838 11.19065 1741 4410 2107 8710.135 23934.67578 63691.99219 66221.78906 54.277779 3713.298 3737.665 1.427644 67405.29688 69959.45313 55.705421 13.06792 1241 1523 2259 2108 20504.33 6558.498047 54547.38672 54716.39453 32.284512 4448.335 4481.973 2.131707 58995.72266 59198.36719 34.416218 13.51258 3090 412 50 2109 2065.376 11158.16406 28858.84961 31805.13867 26.301424 1004.715 1016.382 0.080986 29863.56445 32821.52344 26.38241 10.73022 301 703 0 2110 5702.895 11161.26856 26220.4375 27724.62891 15.871541 935.452 947.5629 0.103587 27155.89063 28672.19336 15.975126 12.32345 723 7030 2111 40610.05 6604.092285 57303.82422 57460.92969 67.681709 2830.191 2859.032 0.747055 60134.01563 60319.96484 68.428764 10.11287 3315 4280 2112 1723.851 843.975464 4420.984863 4608.186523 0.62335 224.3549 227.5253 0.004838 4645.339844 4835.711914 0.628188 10.27229 227 520 2113 7365.209 2094.404541 12417.96094 12571.41016 3.493123 469.9319 472.38 0.019692 12887.89356 13043.78906 3.512815 9.736301 659 1360 2114 4779.467 1835.161621 9706.203125 10106.75195 1.956488 556.1741 561.9286 0.029407 10262.37793 10668.68066 1.985895 10.63326 393 1190 2115 2769.415 566.784912 5126.227539 5080.688477 1.070761 259.9142 262.5491 0.006014 5386.141602 5343.237305 1.076775 9.769352 228 35 545 2116 25549.98 2950.760254 34366.28906 33711.51563 41.39489 1957.791 1978.76 0.339454 36324.07813 35690.28125 41.734344 11.09378 2122 1820 2117 18674.19 5456.127441 32245.27734 32285.67578 24.87488 2106.302 2113.958 0.382576 34351.57813 34399.63281 25.257456 11.51467 1727 3450 2118 1050.134 4740.257324 8378.12793 8962.769531 0.660694 811.5309 819.1479 0.055127 9189.65918 9781.916992 0.715822 14.43019 150 302 0 2119 13368.87 3243.618164 25415.27539 25940.68359 36.852306 2069.656 2077.856 0.594483 27484.93164 28018.53906 37.446789 11.19826 1070 2010 21200 74924.67188 114444.5469 128573.1172 186.700012 4808.772 4835.031 2.364687 119253.3281 133408.1406 189.064713 14.619620 43960 21210 60636.55859 119610.3906 136227.9375 1845.239624 7670.682 7718.25 12.185 127281.0703 143946.2031 1857.424561 10.962010 3630 606 212200 51.384438 74.9635010000 51.384438 74.9635010 8.924259000 212300 43.7183 63.6451190000 43.7183 63.6451190 9.881125000 212400 47.489529 69.2501220000 47.489529 69.2501220 8.545012000 212500 42.480469 61.5526850000 42.480469 61.5526850 9.827475000 21260 823.245117 1136.63916 1249.50769 0.029383 32.78679 33.04739 0.000114 1169.426025 1282.555054 0.029496 16.90242 0 480
2127 11.975670 43.204559 50.026455 0.000036 2.303524 2.314145 0.000001 45.508083 52.340603 0.000037 13.79537200 2128 88.272550 124.427856 126.07312 0.000739 6.130999 6.182691 0.000006 130.558868 132.255814 0.000745 11.74367900 2129 1841.751 52.258522 2237.445068 2135.039551 0.168568 132.074 133.2172 0.002232 2369.519043 2268.256836 0.1708 12.05828 15830 2130 416.95050 325.851685 310.522339 0.002522 10.65824 10.7367 0.000036 336.509888 321.259033 0.002558 13.08691 1600 2131 2775.083 214.40274 2374.84082 2177.535889 0.339083 79.01479 79.12345 0.003533 2453.855469 2256.65918 0.342616 11.50148 154 120 2132 15778.1 2973.873047 16705.54297 15740.89258 28.62249 476.6946 477.2313 0.158901 17182.23828 16218.125 28.781391 12.57708 707 155 1001 2133 274.2712 640.997925 927.765686 986.150269 0.034144 59.03889 59.32209 0.001612 986.804565 1045.472412 0.035755 13.84611 20 360 2134 5391.579 4089.104736 12584.85938 12822.43359 6.098724 223.4516 225.6287 0.00973 12808.31152 13048.0625 6.108455 9.961189 364 233 1790 2135 23988.22 220.135834 17676.48242 15843.92188 67.93605 595.3158 598.0199 0.567017 18271.79883 16441.94141 68.503067 9.800702 1686 120 2136 10372.59 391.490417 7886.675293 7218.019531 11.79141 304.6936 306.0016 0.155835 8191.368652 7524.021484 11.947246 10.08823 699 220 213700 39.25539 58.5793530000 39.25539 58.5793530 7.165668000 2138 14739.93 3783.702393 16614.47461 16424.40039 42.026817 413.1762 414.9128 0.261165 17027.65234 16839.3125 42.287979 7.953805 1107 229 1768 2139 39.058780 43.133373 42.595486 0.000292 1.431163 1.433632 0.000004 44.564533 44.029114 0.000295 13.46922300 2140 605.7629 463.245728 756.091675 727.538269 0.049333 84.30918 84.53349 0.006746 840.400879 812.071777 0.056079 15.43301 36 230 2141 8317.166 487.855469 6441.585449 5824.581055 6.856354 193.7207 194.5124 0.051283 6635.305664 6019.093262 6.907637 12.10046 426 260 2142 56.045460 57.576309 59.651016 0.000703 1.534958 1.541084 0.000004 59.111267 61.192108 0.000706 12.52784400 2143 181.3812 407.990265 377.425842 393.894318 0.0028 20.29287 20.35181 0.001301 397.718689 414.246124 0.004101 20.33313 3 200
2144 263.2336 58.55743 239.207977 229.888702 0.006887 13.69734 13.76588 0.000203 252.905319 243.654572 0.00709 13.73158 1730 2145 24053.73 1798.620361 22070.39063 20663.62305 73.84697 768.1306 771.3235 0.670318 22838.52344 21434.94531 74.517288 10.0555 1706 99 797 2146 744.1267 665.969238 936.145081 894.892639 0.068031 107.6699 107.2651 0.020421 1043.814941 1002.157776 0.088452 20.25005 31 290 2147 56.54014 554.329163 1441.663818 1594.740479 0.506658 128.7668 129.0126 0.029299 1570.430542 1723.753052 0.535956 13.758563 260 21480 1378.783447 918.685425 1023.359314 0.003032000 918.685425 1023.359314 0.003032 21.01610 670 2149 16477.32 22.252918 11078.3291 9396.800781 13.252739 282.0503 282.7274 0.157779 11360.37891 9679.529297 13.410517 16.64106 57310 2150 1302.26 97.895477 1056.938599 962.729675 0.211146 29.3454 29.44726 0.001384 1086.284058 992.176941 0.21253 12.2447 7250 2151 11690.3 125.510269 9316.512695 8551.629883 9.475677 375.0142 376.5738 0.134245 9691.527344 8928.203125 9.609922 10.30214 835 70 2152 6808.67 170.365097 5158.398926 4881.187012 2.806872 177.7538 178.3395 0.048003 5336.152832 5059.526367 2.854874 8.401324 490 110 2153 18957.23 246.835876 13948.625 12963.18164 19.124184 464.2626 466.359 0.306416 14412.8877 13429.54004 19.430599 8.821551 1321 150 2154 13662.55 2507.285156 14513.98731 14093.35156 24.682016 446.0097 447.9433 0.163289 14959.99805 14541.29297 24.845306 9.013092 974 144 1039 2155 1875.624 430.91394 2232.486572 2225.684326 0.995461 104.4696 104.8999 0.012149 2336.956299 2330.584473 1.00761 8.849967 147 250 2156 26047.36 406.809143 19431.69336 17572.73438 59.809944 618.3207 620.9604 0.498436 20050.01563 18193.69531 60.30838 10.21122 1587 230 2157 34210.43 686.426331 26542.00977 24556.61133 111.226669 988.5557 992.8687 1.338004 27530.56641 25549.48047 112.564682 9.678163 2394 400 2158 25556.2 4297.973633 25141.33008 24491.76172 84.343216 977.1152 980.8531 1.081877 26118.44531 25472.61523 85.425102 8.19449 2157 267 751 2159 16753.71 5023.177246 18344.67188 18128.6875 70.519669 815.0385 818.6459 0.746869 19159.71094 18947.33398 71.266541 9.503871 1225 2920 2160 5748.59 778.453369 6518.560059 6266.540039 12.838371 359.4619 361.21 0.143958 6878.022461 6627.750977 12.982329 7.291005 814 460 2161 4794.727 190.859268 4057.876221 3883.713623 2.33302 132.4225 133.049 0.016894 4190.298828 4016.762451 2.349914 7.543377 461 120 2162 17427.85 9882.813477 24249.59375 25502.63086 88.142593 680.6197 683.8852 0.531034 24930.21484 26186.51563 88.673622 8.680073 1354 6340 2163 5305.08 222.785446 4657.924316 4450.165527 3.386109 192.4404 193.3521 0.035761 4850.365234 4643.518066 3.42187 7.571995 530 140 2164 270.6725 4242.260254 4325.002441 4818.928711 4.920564 533.389 536.1965 0.28218 4858.391113 5355.125488 5.202744 9.640548 29 2670 21650 158.079727 133.688721 165.418823 0.00025 22.87588 22.95083 0.000687 156.56459 188.369644 0.000936 15.21063080 2166 29696.42 824.663208 21664.66797 19306.95898 62.549652 737.1718 739.3635 0.738673 22401.84375 20046.32422 63.28833 11.90879 1564 430 216700 44.499535 66.3175350000 44.499535 66.3175350 8.706844000 216800 44.994553 67.1295850
000 44.994553 67.1295850 8.030695000
216900 43.712837 65.7417140000 43.712837 65.7417140 8.508691000 2170 27.053540 40.298992 44.466259 0.000155 1.39757 1.401744 0.000002 41.69656 45.868004 0.000158 10.57029300 2171 2342.626 158.17511 2812.275635 2654.723145 1.22036 58.63401 58.94145 0.003811 2870.909668 2713.664551 1.224171 7.269253 1379 906 2172 4549.3290 3324.205322 3056.76709 0.971985 106.7643 107.0751 0.010289 3430.969482 3163.842285 0.982274 9.947327 27600 2173 13295.83 153.961456 10018.08984 9157.421875 10.0829 334.0423 335.7377 0.104089 10352.13184 9493.15918 10.186989 9.409819 86490 2174 223.97130 177.309082 168.99968 0.003216 5.241087 5.239759 0.000033 182.550171 174.239441 0.003249 11.14887 1300 217500 45.260178 68.0505520000 45.260178 68.0505520 9.071676000 217600 45.892029 69.0071330000 45.892029 69.0071330 8.219137 000
2177 14868.55 2477.001221 16046.13086 15844.46875 35.923759 562.6559 563.9708 0.239166 16608.78516 16408.43945 36.162926 8.390268 1211 1520 2178 1888.054 64.618874 1539.000854 1462.077881 0.251928 54.3074 54.4257 0.002772 1593.308228 1516.503662 0.2547 8.761229 12040 2179 4.736496 39.791718 41.323906 48.269871 0.000102 6.114268 6.14258 0.000052 47.438175 54.412453 0.000154 15.28016120 2180 7127.897 1268.449219 6281.217773 5845.807617 5.72298 258.2343 259.2465 0.082314 6539.451172 6105.053711 5.805294 9.691073 564 710 2181 7844.315 322.793793 6168.048828 5811.992188 4.467592 206.9493 207.8047 0.059273 6374.998535 6019.796875 4.526866 8.548028 576 200 2182 18217.26 2484.433105 18225.04297 17866.18945 53.151737 750.8821 754.2718 0.808521 18975.92578 18620.46094 53.960258 7.883091 1748 1550 2183 10019.82 8742.908203 22087.41406 23346.29492 61.727234 380.2939 381.9034 0.132558 22467.70898 23728.19727 61.859787 7.096503 981 537 3415 2184 29863.08 12277.56055 36731.58594 37044.19531 161.115799 956.6024 960.3823 0.922387 37688.1875 38004.57422 162.038208 9.571164 2202 701 1369 2185 6268.229 231.747498 5442.13916 5254.442383 4.179014 240.8689 241.9291 0.079274 5683.008301 5496.371094 4.258288 7.256206 652 15 0 2186 10807.82 1601.860474 11191.67676 11158.62891 12.957619 540.8634 543.2039 0.346473 11732.54102 11701.83398 13.304092 7.362129 1081 1050 2187 26832.91 618.455994 21905.4707 20728.9707 67.832108 772.5987 776.1157 0.9946 22678.07031 21505.08594 68.826706 7.517242 2283 39 762 2188 14590.44 1819.773926 14175.05273 13955.46875 22.473072 573.6461 576.3024 0.40296 14748.69922 14531.77148 22.876032 7.155801 1306 121 575 2189 14142.59 142.92868 13499.44531 12834.73438 47.766308 716.0379 719.257 0.778446 14215.48242 13553.99219 48.544758 6.155214 214690 2190 5644.612 1753.829834 6786.071289 6976.851563 6.163927 243.0515 244.2079 0.074394 7029.123535 7221.058594 6.238321 7.466577 517 1140 2191 10174.99 153.731033 7817.828613 7415.605957 6.325757 276.376 277.6425 0.127672 8094.20459 7693.248535 6.453429 7.671227 801 100 2192 1169.245 8369.425781 14571.84766 16826.00195 69.917107 794.9588 798.6244 0.884343 15366.80664 17624.62695 70.801453 6.331106 104 5640 2193 757.528 8881.321289 13130.01758 15046.58691 63.439213 560.346 561.6157 0.453494 13690.36328 15608.20117 63.892704 6.773713 91 593 33 2194 12355.25 2212.734863 12742.63867 12933.99902 14.760886 527.171 529.6308 0.311311 13269.81055 13463.62988 15.072197 7.235919 1204 1520 2195 4057.756 9059.605469 9454.149414 9977.25 4.89588 1443.623 1451.001 1.754782 10897.77344 11428.25 6.650661 11.00773 393 5900 2196 7114.925 1565.095215 7803.09082 7931.179688 6.356585 378.756 380.5703 0.151519 8181.847168 8311.75 6.508103 7.5181 711 1040 2197 6349.998 1929.007813 7105.458984 7296.197266 4.944453 269.6372 270.9291 0.069969 7375.09668 7567.125977 5.014422 7.508189 646 1300 2198 7039.661 511.172119 6069.84082 5905.313965 2.737828 244.7079 245.8289 0.061683 6314.548828 6151.142578 2.799511 7.381066 681 340 2199 8962.92 218.965942 52531.46875 69923.08594 13.400105 294.6669 295.7701 0.104269 52826.13281 70218.85938 13.504374 14.36799 685 12 16760 2200 8184.705 283.353638 7004.857422 6585.437988 7.469241 298.6552 299.8861 0.093652 7303.513672 6885.324219 7.562893 9.503851 671 160 2201 8354.521 58.67067 6135.182129 5506.710938 7.38403 210.5863 211.3546 0.05969 6345.768555 5718.06543 7.443721 10.99165 529 30 2202 8207.057 113.874573 6149.794922 5713.055664 4.735138 244.3973 245.6075 0.112982 6394.192383 5958.663086 4.84812 9.44072 54670 220300 39.491821 59.4834290000 39.491821 59.4834290 10.9349000 22040 104.787552 183.190323 209.466461 0.029528000 183.190323 209.466461 0.029528 8.880962060 2205 18.577030 30.2878 33.837837 0.000118 1.32234 1.327704 0.000002 31.610138 35.165543 0.00012 10.45548200 220600 36.649151 54.6327590000 36.649151 54.6327590 10.51732000 220700 35.934795 53.5812760000 35.934795 53.5812760 10.73859000 2208 19470.22 2540.203125 17364.88281 16824.57031 39.001537 679.8112 679.7927 0.305905 18044.69531 17504.36133 39.307442 9.239619 1226 1430 22090 2755.697266 4236.505859 4936.201172 2.87638 215.6807 215.2243 0.023789 4452.186523 5151.425293 2.900169 7.566010 175 54 22100 3020.596191 4526.250488 5310.164063 3.30701 238.5489 238.1859 0.025603 4764.799805 5548.350586 3.332613 7.440511 0 1930
2211 27464.27 1662.944092 24012.20508 22985.88477 45.46986 936.6256 934.1069 0.445284 24948.83008 23919.99219 45.915146 8.306222 1855 101 974 2212 25799.95 189.731705 17603.41797 15744.8125 27.676582 505.9287 504.5115 0.271811 18109.34766 16249.32324 27.948395 10.71664 1244 110 2213 23137.21 2290.033691 18536.75391 17440.86328 26.2041 596.4841 601.4355 0.214973 19133.23828 18042.29688 26.419073 9.392914 1282 137 474 2214 7427.494 183.604401 5307.022949 4835.734863 2.25965 166.9291 166.5108 0.02291 5473.95166 5002.245605 2.28256 9.890148 388 110 2215 18800.88 1716.413574 13815.58984 12611.76563 22.7335 395.8224 395.765 0.167158 14211.41113 13007.53125 22.900658 11.75897 873 860 22160 3966.62793 5093.193359 5878.220215 9.703673 240.7209 240.7315 0.045126 5333.914063 6118.951172 9.748798 9.8739750 2110 2217 2379.493 51.602341 1664.286377 1510.477661 0.216195 42.07962 41.97603 0.001743 1706.365967 1552.453735 0.217939 10.90999 11030 2218 567.8759 85.38488 467.466949 445.249481 0.015801 12.13974 12.01634 0.00014 479.60672 457.265808 0.015941 10.67422 27 50 2219 7178.634 84.456581 5123.361816 4644.330078 2.920321 162.0037 160.7508 0.030311 5285.365234 4805.081055 2.950632 9.86877 38850 2220 1738.059 51.423111 1331.463989 1234.276123 0.214121 43.80059 43.66847 0.002207 1375.264526 1277.94458 0.216328 9.56019 10230 2221 305.1422 447.25647 1030.014648 1112.275635 0.27071 92.04562 91.56284 0.009971 1122.060303 1203.838623 0.280681 11.6751 30 200 222200 54.69614 82.914360000 54.69614 82.914360 7.388695000 22230 106730.8125 81706.4375 91398.75781 315.206818 12722.98 12631.49 72.67182 94429.42188 104030.25 387.878601 12.804430 5828 5912 22240 83497.20313 57859.32031 65057.72656 37.700638 9571.094 9498.86 50.02189 67430.40625 74556.58594 87.722534 14.792250 43770 2225 59.90443 48738.375 51448.78906 59315.46094 383.345154 3351.241 3329.282 5.578878 54800.03125 62644.74219 388.924011 9.7001345 27810 2226 51.79683 20367.66797 20862.00391 24324.45508 57.49614 1376.278 1388.704 0.938991 22238.28125 25713.16016 58.435131 9.2487757 11520

4.4.z
Packet Pg. 3804 Attachment: Appendix K - VMT Analysis (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) 2227 18.14603 31385.375 33099.11328 38573.03125 45.877525 2251.743 2240.422 1.733684 35350.85547 40813.44922 47.611206 7.820656 6 1894
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4.4.z
Packet Pg. 3805 Attachment: Appendix K - VMT Analysis (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) 2362
0 0 36.776081 55.432999
0000 36.776081 55.4329990 14.74762
0 00
23630 1340.187622 1271.893555 1396.540039 0.138147 269.3535 271.985 0.019786 1541.24707 1668.525024 0.157933 16.970680 650 2364 211.46420 168.39444 157.204193 0.004162 5.558934 5.588137 0.000017 173.953369 162.792328 0.004179 13.85668 1200 2365 648.135 178.173676 647.536377 605.239929 0.068458 49.34671 49.60469 0.001226 696.883118 654.844604 0.069684 14.65418 3580 2370 1539.327 17.675398 1912.024902 1848.433105 0.058394 97.03317 97.92266 0.001084 2009.058105 1946.355713 0.059478 12.85818 11510 237100 46.021038 66.6184540000 46.021038 66.6184540 8.102623000 2372 18700.5 3864.20459 26711.94141 26225.21094 15.161308 1258.807 1274.801 0.130884 27970.74609 27500.01367 15.292192 12.11389 1338 2236 2373 13937.92 641.544556 15936.77148 15028.52246 5.008547 710.1284 713.431 0.043403 16646.89844 15741.95313 5.051951 13.33118 856 360 2374 8484.838 1150.716187 10853.94824 10358.91992 3.807492 481.0055 484.6063 0.019542 11334.95313 10843.52734 3.827034 12.39894 582 640 2375 4215.403 85.24408 4753.552734 4525.676758 0.305686 208.5652 210.8783 0.00327 4962.117676 4736.555176 0.308956 11.4841 301 50 237600 42.958965 62.3709750000 42.958965 62.3709750 8.816005000 237700 41.737679 60.5478520000 41.737679 60.5478520 11.99978000 2378 181.17940 153.93634 141.662537 0.001529 4.46883 4.463407 0.000013 158.405167 146.125946 0.001542 16.04132700 2379 9677.006 2546.325195 10530.72266 9875.567383 4.719468 763.6945 764.755 0.113138 11294.41797 10640.32227 4.832605 17.03241 416 1160 2380 8994.104 318.755798 8312.844727 7676.439453 3.03547 291.2822 292.2224 0.013268 8604.126953 7968.662109 3.048738 12.21131 524 160 2381 45283.54 739.943604 40821.57422 37985.46094 92.859383 1290.361 1312.157 0.292383 42111.9375 39297.61719 93.151764 10.46908 2952 420 2382 12703.69 2729.063232 17169.58594 16865.8125 13.011299 548.4627 549.6274 0.039206 17718.04883 17415.44141 13.050505 9.81255 891 160 942 2383 19373.97 1169.532593 20041.92969 18780.76953 9.752023 847.8385 852.8655 0.0911 20889.76563 19633.63672 9.843122 12.56972 1221 61 0 2384 12659.22 2341.80249 14031.09863 13272.69727 8.907236 550.3127 551.8775 0.059756 14581.41113 13824.5752 8.966992 14.03169 671 1160 2385 96.61622 144.713928 257.46106 268.560455 0.002248 4.45295 4.470044 0.000004 261.914001 273.030487 0.002252 13.85235770 2386 2069.124 624.870728 2627.287354 2557.409912 0.342446 95.23888 95.91841 0.00156 2722.526367 2653.328613 0.344006 12.69747 125 330 2387 7339.332 831.490906 7331.392578 6866.71875 3.130011 257.8486 259.7533 0.012066 7589.241699 7126.47168 3.142076 12.69339 454 410 2388 6233.541 5388.105469 15605.35449 16118.24219 6.235057 251.8623 253.3879 0.007534 15857.2168 16371.63086 6.242592 11.20026 412 284 1421 2389 11598.83 3293.822754 18285.30078 18262.63867 24.422745 1071.528 1078.752 0.154887 19356.82813 19341.39063 24.577631 12.22952 716 1670 2390 5227.498 267.534149 5233.333008 4891.851563 0.549523 230.5358 230.9166 0.006826 5463.868652 5122.767578 0.556349 12.93909 294 140 2391 19657.09 982.55603 20011.36719 18700.30664 13.856083 827.6758 830.3684 0.081831 20839.04297 19530.67383 13.937916 12.30206 1165 510 2392 11078.91 5957.728027 20197.26172 20538.11328 7.302293 2482.243 2502.413 0.590222 22679.50391 23040.52539 7.892515 12.52933 879 354 0 2393 30182.79 203.576691 30140.57422 28167.59961 37.571121 1204.665 1207.938 0.188205 31345.23633 29375.53711 37.759323 9.888411 2499 12 18 2394 44870.4 8344.952148 59753.92188 57943.22266 104.515327 2916.362 2932.647 0.984394 62670.28516 60875.87109 105.499725 11.09627 3547 497 1362 2395 131.89460 123.142197 116.989616 0.001 4.076519 4.090145 0.000008 127.218719 121.079758 0.001009 15.66668600 23960 657.252686 991.172607 1103.055176 0.511713 42.66228 42.82202 0.000871 1033.834839 1145.877075 0.512585 16.03360 270 2397 59605.14 4187.005859 51837.35547 47194.16797 337.025909 1918.836 1931.034 1.600296 53756.19141 49125.20313 338.626221 16.40428 2514 1740 2398 143.757 7350.304688 10229.91602 11289.32227 35.776249 379.7093 381.1544 0.05424 10609.62598 11670.47656 35.83049 14.461498 3120 2399 32583.3 4312.15625 33276.30469 30697.06641 49.634266 1296.437 1298.244 0.516104 34572.74219 31995.30859 50.150368 17.01687 1337 1840 2400 74536.53 1836.442383 63942.89844 57336.01563 377.816986 2481.34 2485.498 2.161026 66424.24219 59821.51172 379.977997 15.40298 3429 82 0 2401 33887.98 4246.370117 37265.12891 34767.71094 202.700699 1810 1816.562 1.011452 39075.125 36584.27734 203.712143 13.37366 2091 1840 24020 2032.407959 1766.584717 1930.485718 0.013641 217.0948 219.1905 0.013129 1983.679565 2149.67627 0.02677 25.42610 850 2403 6604.833 22898.62891 37862.10938 40380.06641 246.499207 3789.156 3804.519 2.914648 41651.26563 44184.58594 249.413879 15.69278 327 10280 2404 8.398888 2923.373291 2557.954346 2777.195557 0.027254 321.2924 322.6092 0.031963 2879.246582 3099.804688 0.059218 24.448361 1270 2405 1598.708 544.003418 1842.647217 1785.446777 0.290262 103.4766 104.1931 0.003152 1946.123779 1889.639771 0.293414 17.00345 63 230 2406 32275.64 3200.503418 31189.00586 28679.74609 54.086014 1422.581 1424.949 0.708842 32611.58594 30104.69336 54.794857 14.83592 1497 142 936 2407 42559.22 2010.268921 37809.28125 34335.97656 95.99028 1740.045 1746.786 0.830952 39549.32813 36082.75781 96.821228 14.71147 2100 880 240800 41.114697 60.0262990000 41.114697 60.0262990 11.981990 00 24090 151.675598 177.214111 199.697327 0.000334 21.25336 21.31826 0.000109 198.467468 221.015594 0.000442 18.26256070 241000 37.012352 54.3691290000 37.012352 54.3691290 12.61006000 2411 17642.32 275.542114 17940.83398 16903.92773 10.045232 771.6499 776.2109 0.086353 18712.48438 17680.13867 10.131585 11.39337 1190 160 24120 2004.541504 1847.733765 2029.612793 0.058008 135.4302 136.8306 0.010046 1983.16394 2166.443359 0.068054 23.523630 810 2413 450.4121 319.414948 794.498169 777.459534 0.026447 49.21317 49.4898 0.001138 843.711304 826.949341 0.027585 17.81722 30 140 2414 757.796 659.596985 1329.753052 1287.313721 0.088368 146.9239 148.2628 0.009453 1476.677002 1435.576538 0.097821 21.12042 53 260 2422 8589.983 564.588013 6726.822266 6013.199219 10.003362 185.1315 183.8691 0.051184 6911.953613 6197.068359 10.054544 13.28045 410 270 2423 23177.37 1725.307861 19161.04883 17611.28711 48.589134 661.0105 661.7485 0.380804 19822.05859 18273.03516 48.96994 12.33085 1013 87 787 24240 8029.623535 5854.234375 6374.919922 0.901555 1152.73 1159.652 0.481432 7006.964844 7534.571289 1.382987 26.15794 0 3390
24250 161.03569 160.278534 191.561737 0.000184 27.20087 27.37431 0.000197 187.479401 218.93602 0.000381 18.07804070 2426 185.4797 47.771202 248.623489 237.806274 0.012077 24.91371 25.06064 0.000256 273.537231 262.866913 0.012334 16.36312 1420 2427 5626.202 95.182602 3812.966064 3342.995117 1.614116 97.89289 98.28278 0.013421 3910.859131 3441.277832 1.627537 15.20495 19250 2428 32512.93 1927.169189 24397.85742 22075.20703 79.049393 641.4601 639.9092 0.52331 25039.31641 22715.11328 79.572708 11.33149 1514 115 549 2429 36141.01 297.80307 25329.11133 22668.29297 62.498772 612.3181 610.2631 0.318958 25941.43164 23278.55664 62.817734 11.12825 1783 180 2465 31398.36 4825.000488 26007.03906 21367.29883 968.630737 944.5142 943.767 18.44409 26951.55273 22311.06641 987.074829 34.75632 995 91 22 2466 5965.90 3930.404785 3131.279785 3.058333 123.0378 123.0674 0.075624 4053.442383 3254.347168 3.133957 33.25638 14200 246700 19.099937 29.6407640000 19.099937 29.640764
0 19.14006000
2471 62649.02 2730.936035 43164.94141 34792.02344 486.384094 1192.379 1191.487 14.54236 44357.32031 35983.51172 500.926453 34.53394 1371 610 2472 14352.39 4174.803223 13247.72461 11373.33203 179.020767 308.1085 307.3736 1.200682 13555.83398 11680.70508 180.221466 28.24857 440 101 155 2473 16361.55 14576.6543 25210.60547 23986.66016 476.880402 671.6956 670.8735 6.267616 25882.30078 24657.53516 483.14801 30.11156 444 3166 2474 25780.2 913.161377 17517.41797 14030.08301 109.717834 424.8119 424.0359 2.646101 17942.23047 14454.11914 112.363945 41.93299 451 180 2475 9827.218 1920.036011 9368.632813 8401.976563 27.698915 227.2741 226.7075 0.206572 9595.907227 8628.683594 27.905487 29.60023 246 510 2476 47007.3 829.688843 30898.05273 25432.53125 178.680756 725.3862 728.8429 3.18328 31623.4375 26161.375 181.864044 30.70751 944 230 2477 21092.29 2415.250977 17041.37695 14310.26172 180.294189 493.3415 492.8775 1.374362 17534.71875 14803.13867 181.668564 25.14958 588 64 238 2478 6403.795 2404.258545 5381.532227 4778.759277 3.413737 199.1558 199.1102 0.259004 5580.6875 4977.869629 3.672742 26.07442 163 770 2479 48530.64 6226.668945 34421.28516 29115.57422 178.292557 1233.255 1231.687 6.208362 35654.53906 30347.25781 184.500931 24.29698 1262 2060 2480 1286.887 337.146149 1206.606201 1115.310425 0.198167 37.77837 37.7894 0.002255 1244.384521 1153.099731 0.200422 15.43934 60 150 2481 830.7752 30.097446 554.05603 461.560608 0.064052 12.38478 12.37612 0.000624 566.440796 473.936737 0.064676 22.85628 2210 2491 4993.687 1681.435425 5776.274414 5116.105957 45.635605 111.2172 111.1975 0.119482 5887.491699 5227.303711 45.755089 24.77575 145 40 571 2492 27067.77 624.243164 18728.61914 14946.92773 104.20874 562.7823 562.5879 2.772938 19291.40039 15509.51563 106.981689 35.66629 634 140 2493 5972.811 49.147617 3920.128174 3357.431152 3.59163 106.8186 107.0336 0.066016 4026.946533 3464.464844 3.657647 17.12536 21920 2494 22018.31 4515.290039 19379.36719 16339.11133 180.196167 942.2026 941.3783 6.892513 20321.57031 17280.49023 187.088684 28.19169 815 1196 2495 28365.04 5754.349121 21448.03125 18780.17578 81.304863 953.5233 951.7424 3.263643 22401.55273 19731.91797 84.568512 21.1873 874 2150 2496 15423.62 2173.923828 11070.90723 9619.931641 17.582899 420.3184 419.1035 0.565562 11491.22656 10039.03516 18.148462 20.55043 435 75 0 2497 23502.63 4127.129883 17400.54297 15057.61719 69.645958 689.3288 688.3141 2.729975 18089.87109 15745.93164 72.375931 22.30918 715 1490 2498 10608.94 5102.079102 11187.04004 10688.81445 18.535973 536.342 535.9379 0.626604 11723.38184 11224.75293 19.162577 17.20404 383 1940 2499 1278.11 54.431442 932.614624 802.192444 0.130497 47.75779 47.71617 0.006147 980.372437 849.908569 0.136644 19.64282 5220 2500 30760.09 2702.652344 21972.87305 19157.19141 73.136993 660.9023 660.584 0.866647 22633.77734 19817.77734 74.003639 18.21582 957 1110 2501 8494.068 846.274292 5902.343262 4932.314453 5.44559 134.8633 134.712 0.08999 6037.206543 5067.026367 5.535581 29.12119 178 270 2509 27399.94 3674.411621 20282.85547 17746.92188 76.522682 498.8073 497.831 0.852937 20781.66406 18244.75391 77.375626 19.33265 813 1460 2510 13127.51 1260.180908 8972.826172 7574.126953 11.421792 345.7711 345.1182 0.549899 9318.59668 7919.245117 11.971691 24.12801 329 440 2511 18969.91 983.801514 12489.58398 10539.62305 17.082071 331.6345 331.0714 0.293851 12821.21875 10870.69531 17.375923 18.21001 594 39 0 2512 4683.116 2276.243652 5419.745117 5177.405273 6.34658 234.8162 233.8958 0.178771 5654.561523 5411.300781 6.525351 18.72731 143 840 25180 528.053955 410.0271 466.609436 0.007196 49.63157 49.55113 0.004576 459.65863 516.160522 0.011772 16.781850 240 2519 400.3973 1970.934326 1495.961792 1585.671387 0.093452 32.86787 32.82022 0.003013 1528.82959 1618.491577 0.096465 18.34912 35 900 2520 1968.233 353.733093 1595.876709 1439.789185 0.501586 77.06595 76.9156 0.0099 1672.942749 1516.704834 0.511487 15.41336 75 150 2521 1144.837 46.677269 782.515259 685.330078 0.083875 22.64088 22.59109 0.000777 805.156128 707.921143 0.084651 15.41988 4120 2522 6621.79 1733.917358 5267.379883 4742.369141 2.853854 276.639 275.6402 0.096306 5544.019531 5018.009277 2.95016 16.32276 226 750 2523 4586.206 5516.46875 5987.937988 5935.620117 2.438343 1260.155 1258.153 1.815312 7248.092773 7193.772461 4.253655 17.27187 167 2390 2524 728.912 12811.06445 13981.54297 15539.08789 165.386261 1046.173 1044.475 1.309601 15027.7168 16583.5625 166.695847 13.72 32 5460 2528 12823.25 437.690918 9481.00293 8617.232422 6.949484 312.0654 311.3196 0.114687 9793.068359 8928.551758 7.064171 11.9108 577 24 0 2529 1613.349 3843.687988 4413.534668 4675.411133 1.570284 426.2516 425.5902 0.197902 4839.786133 5101.000977 1.768185 13.75525 70 1820 2530 1532.875 2872.193604 2648.743164 2718.270996 0.236288 303.6081 303.1754 0.106875 2952.351074 3021.446289 0.343163 16.18742 66 1360 2531 41309.96 2449.123779 32040.67188 29627.35547 154.605347 767.7911 761.6495 0.69989 32808.46094 30389.00391 155.305222 10.13136 2064 148 923 2532 2594.781 48.996529 1680.54187 1449.737061 0.289246 40.86286 40.68892 0.002999 1721.404785 1490.426025 0.292245 16.28687 8820 2533 118641.8 13596.1084 104228.2969 100685.1484 1236.483765 3627.84 3618.866 9.254838 107856.1406 104304.0156 1245.738525 9.236027 6593 881 799 2534 115371 8696.330078 89673.78125 82282.63281 696.248474 2138.034 2131.34 5.596648 91811.8125 84413.96875 701.845154 10.6226 5284 513 2163 2535 34973.45 901.247192 24917.48633 22729.33789 72.532692 655.3879 649.629 0.450607 25572.875 23378.96875 72.983299 10.06138 1838 560 2536 39460.22 38313.875 58157.84375 60496.03125 338.48526 1632.697 1627.044 1.964261 59790.53906 62123.07031 340.449524 10.87534 1883 2343 50 2537 11806.6 1439.835327 8831.547852 7296.597656 23.577002 246.5391 246.1679 0.48497 9078.086914 7542.766113 24.06197 37.90551 267 320 2539 2499.1460 1656.128906 1465.254639 0.291043 49.25754 49.22762 0.002631 1705.386475 1514.482178 0.293673 12.60456 10500 2540 553.34970 442.820953 418.336365 0.019412 21.28142 21.26902 0.000297 464.102356 439.605377 0.019709 9.997417 3800 2541 5236.049 298.583466 3735.30127 3319.905762 1.346155 151.7616 151.6655 0.02462 3887.062988 3471.571289 1.370775 12.64936 253 130 2542 1299.054 488.099365 1209.026367 1122.954102 0.144222 38.83061 38.7844 0.001827 1247.857056 1161.738525 0.146049 13.7601 72 210 2543 6379.962 777.849976 4652.459961 3979.428223 3.008544 197.0203 196.8276 0.153975 4849.47998 4176.255859 3.162519 22.07916 216 260 2544 10664.25 714.723633 7128.113281 6048.428711 10.810301 270.0006 269.4511 0.247887 7398.113281 6317.880371 11.058188 20.44773 322 250 2545 2812.77 275.130737 2400.764893 2111.229736 2.911394 156.899 156.736 0.078381 2557.663818 2267.96582 2.989776 18.68417 144 90 2546 1158.8480 781.638062 669.165527 0.122224 28.08426 28.05932 0.001642 809.72229 697.224854 0.123866 16.3551 4800 2547 4665.142 1130.102905 4276.757813 3840.954834 2.198971 224.6502 223.7096 0.058858 4501.407715 4064.664307 2.257829 12.50008 291 490 2548 2014.745 50.54314 1375.669678 1200.63623 0.226608 49.77559 49.74019 0.003862 1425.445313 1250.376343 0.23047 14.60336 8420 2549 7688.21 732.139648 5818.10791 5153.915039 6.600065 172.4146 171.7613 0.088253 5990.522949 5325.675781 6.688319 17.99528 273 260 2550 3033.217 2041.686768 3692.768311 3674.79541 3.334742 154.883 154.6468 0.045825 3847.651367 3829.442383 3.380567 13.8237 212 850 2551 551.6837 451.982483 796.194946 802.60553 0.099969 28.42022 28.30519 0.001612 824.615234 830.910645 0.101581 14.86667 16 190 2552 3186.5250 2050.422363 1823.311523 0.258562 56.19635 55.94223 0.005121 2106.618652 1879.253662 0.263683 12.46413 12900 2553 64527 5885.108398 48022.52344 43978.24219 342.8927 1482.126 1475.454 3.04461 49504.65625 45453.69531 345.937317 10.82169 3152 312 889 2554 21022.79 2657.45874 14977.56738 13200.22852 19.056477 446.1874 444.9557 0.381418 15423.75391 13645.18359 19.437893 15.87283 710 114 0 2555 10520.11 1945.854858 7720.193359 6882.467773 4.309526 395.8361 394.4874 0.283142 8116.029297 7276.955078 4.592668 15.95014 361 830 2556 4835.413 2567.05249 4996.760742 4727.940918 1.763033 534.6596 530.1235 0.286311 5531.42041 5258.064453 2.049344 15.49845 204 1140 25570 93397.875 111607.7188 130245.8594 4153.466309 870.7037 869.4745 0.603288 112478.4219 131115.3438 4154.069336 8.5866430 49260 2558 1610.403 1465.667114 3149.166504 3326.243408 3.337879 152.9681 152.3099 0.022531 3302.13501 3478.553223 3.36041 9.485977 85 760 2559 6550.071 968.177307 4849.60498 4387.685547 1.745982 153.8049 155.6994 0.042169 5003.410156 4543.384766 1.788151 14.04741 269 440 2560 28050.85 1165.331909 19573.32422 17710.39453 33.314262 577.0074 574.4111 0.306737 20150.33008 18284.80469 33.621002 11.02823 1311 610 2561 1106.998 1077.240234 1452.334717 1429.601807 0.168191 233.5668 235.129 0.07134 1685.901611 1664.730835 0.239532 14.04081 83 490 2562 5837.743 579.924622 4250.047852 3755.737793 1.778461 119.952 119.5987 0.024574 4370 3875.336426 1.803035 12.13153 283 28 0 2563 6277.166 6796.804688 12281.48633 12896.61621 13.69881 567.0012 565.6555 0.409507 12848.48731 13462.27246 14.108316 10.55645 425 354 463 2564 254.8762 3093.809082 3106.654297 3462.797852 2.732152 457.8235 456.6917 0.165004 3564.477783 3919.489502 2.897156 10.92572 18 1780 258200 30.169369 45.2623370000 30.169369 45.2623370 11.16584000 2583 137.88980 113.193909 103.812927 0.002101 3.67437 3.674853 0.000014 116.868271 107.487778 0.002114 21.28073400 2584 38.463790 44.316227 48.873436 0.000093 1.815262 1.824831 0.000003 46.131489 50.698265 0.000096 20.51741200 2585 1923.867 877.473145 2095.655518 1887.795166 0.607973 164.7632 168.711 0.045003 2260.418701 2056.506104 0.652976 24.58343 84 310 2586 3444.852 2322.688232 5391.697754 5143.602539 2.058131 323.0939 325.0533 0.075179 5714.791992 5468.65625 2.13331 19.39275 209 990 2587 1381.571 493.756042 1795.310303 1660.434448 1.1793 66.33164 68.4904 0.007134 1861.641968 1728.924805 1.186435 17.10455 69 20 198

4.4.z
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4.4.z
Packet Pg. 3807 Attachment: Appendix K - VMT Analysis (Esplanade Collection Planned Development and Tentative Tract Map No. 38872 (PROJ24-0065)) 2742 5421.909 1171.149414 6104.332031 5865.099609 2.377276 132.8195 133.5198 0.010986 6237.151367 5998.619141 2.388262 10.67117 280 63 660 2743 14392.66 657.657715 11468.11426 10531.69336 9.929148 298.0579 300.7773 0.063077 11766.1709 10832.46973 9.992224 11.89423 768 350 2744 233.2540 333.306366 321.111023 0.005491 25.58668 25.66504 0.000208 358.893036 346.776062 0.005699 18.0824 1700 2745 28757.21 8106.647461 37922.48438 36562.99219 41.840492 2824.775 2838.694 0.949947 40747.26172 39401.6875 42.790443 13.27106 2043 4690 2746 28380.07 5226.803711 33175.9375 31522.62891 50.890545 1191.432 1196.689 0.209558 34367.36719 32719.32031 51.100105 12.4087 1788 295 776 2747 34.882530 70.488831 75.291733 0.000106 4.61687 4.63226 0.000005 75.105705 79.923988 0.000111 16.0949300 2748 685.1149 59.757271 746.18634 684.244812 0.040439 35.5726 35.83598 0.000755 781.758911 720.080811 0.041194 13.40526 5730 274900 48.660141 71.9978180000 48.660141 71.9978180 9.961885000 27500 11035.30664 12192.73926 13470.11523 0.779998 669.516 666.2665 0.127604 12862.25488 14136.38086 0.907601 16.485580 6470 275100 47.708549 70.7549290
000 47.708549 70.7549290 10.68795000
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000 52.858925 80.6238560 11.00749000
2819 849.0154 731.511475 1108.711792 1098.032227 0.043475 50.91262 50.98516 0.004212 1159.62439 1149.017334 0.047687 17.49131 31 370 2820 251.1185 114.777039 274.905212 269.914307 0.00573 23.96652 24.05199 0.000596 298.871765 293.966309 0.006325 14.73661 1360 2821 2165.486 120.656395 1575.604736 1390.152832 0.464797 58.34332 58.51417 0.005585 1633.94812 1448.666992 0.470381 14.66257 9160 2822 2458.986 136.284149 1859.012817 1672.34021 0.238572 51.83484 52.05892 0.003863 1910.847656 1724.39917 0.242435 15.86115 7670 2823 18657.62 1228.353027 14603.93555 13195.98828 35.110435 292.9409 292.496 0.107872 14896.87598 13488.48438 35.218311 13.69154 693 66 480 2824 2581.422 19.547638 1791.896973 1572.11731 0.531114 46.27456 46.40857 0.003791 1838.171509 1618.525879 0.534905 14.51273 10410 2825 8.0807070 36.851589 49.314842 0.000018 1.643402 1.639305 0.000003 38.494991 50.954144 0.000021 11.33537100 2826 469.7490 297.853607 270.128784 0.003985 1.598607 1.595948 0.000004 299.452209 271.724731 0.003988 18.98028 800
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0 47.83226 73.0450360 12.42428000
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