HomeMy WebLinkAboutSDP 2018-0014; 635 PINE AVENUE CONDOS; ACOUSTICAL ANALYSIS REPORT; 2020-10-29Eilar Associates, Inc.
Acoustical and Environmental Consulting Services
Prepared for:
Tony Cassolato
576 Camino El Dorado
Encinitas, California 92024
Phone: 619-823-3602
Prepared by:
Eilar Associates, Inc.
210 South Juniper Street, Suite 100
Escondido, California 92025
Phone: 760-738-5570
info@eilarassociates.com
Job# S201010
Octo her 29, 2020
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Table of Contents
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
Figures
1.
2 .
3.
4.
5.
6.
7.
8 .
Executive Summary
Introduction
2.1
2.2
2.3
Project Description
Project Location
Applicable Noise Regulations
Environmental Setting
3.1
3.2
Existing Noise Environment
Future Noise Environment
Methodology and Equipment
4.1
4.2
Methodology
Measurement Equipment
Impacts and Mitigation
5.1
5.2
Exterior
Interior
Conclusion
Certification
References
Vicinity Map
Assessor's Parcel Map
Satellite Aerial Photograph Showing Noise Measurement Location
Topographic Map
Site Plan Showing Current Traffic CNEL Contours
Site Plan Showing Future Traffic CNEL Contours
Site Plan Showing Outdoor Use Area Receiver Locations
Site Plan Showing Facade Receiver Locations
Appendices
A.
B.
C.
D.
Project Plans
Pertinent Sections of the City of Carlsbad Noise Guidelines Manual and California Building Code
Railway Noise Calculations
Cadna Analysis Data and Results
1
1
2
5
6
8
8
9
1.0 Executive Summary
The proposed project, Roosevelt Street and Pine Avenue, consists of the construction of a new three-story
residential townhome project with four attached multi-family dwelling units. The project site is located at the
southeast comer of Roosevelt Street and Pine Avenue in the City of Carlsbad, California.
The current and future noise environment primarily consists of traffic noise from Roosevelt Street and Pine
Avenue and railway noise from the track system located to the west of the project site. As per City of Carlsbad
requirements, noise levels at outdoor use areas of residential uses are required to be 60 CNEL or less. Worst-
case combined traffic and railway noise impacts were calculated at private outdoor use areas to determine
compliance with this requirement. It was determined that, as designed, all private outdoor use areas will have
noise impacts of 60 CNEL or less, in compliance with City of Carlsbad noise standards. No project design
features are therefore deemed necessary for the attenuation of exterior noise impacts.
The City of Carlsbad and the State of California require interior noise levels not exceeding 45 CNEL in
residential habitable space. As building facade noise impacts are not expected to exceed 60 CNEL, interior
noise levels are expected to comply with the 45 CNEL requirement with typical building construction, and no
detailed interior noise analysis would be required for this development. No special design features, such as
mechanical ventilation or STC-rated glazing, are required for meeting interior noise limits.
2.0 Introduction
This acoustical analysis report is submitted to satisfy the acoustical requirements of the State of California and
City of Carlsbad for permit approval. This analysis addresses noise impacts from roadway traffic and the nearby
rail line to determine project features necessary to achieve compliance with the City of Carlsbad noise
regulations, which require exterior noise levels of 60 CNEL or less at outdoor use areas, and interior noise
levels of 45 CNEL or less in residential spaces.
All noise level or sound level values presented herein are expressed in terms of decibels, with A-weighting to
approximate the hearing sensitivity of humans. Time-averaged noise levels are expressed by the symbol LEQ,
for a specified duration. The Community Noise Equivalent Level (CNEL) is a calculated 24-hour weighted
average, where sound levels during evening hours of 7 p.m. to 10 p.m. have an added 5 dB weighting, and
sound levels during nighttime hours of 10 p.m. to 7 a.m. have an added 10 dB weighting. This is similar to the
Day-Night sound level, DNL, which is a 24-hour average with an added 10 dB weighting on the same nighttime
hours but no added weighting on the evening hours. Sound levels expressed in CNEL are always based on A-
weighted decibels. As DNL and CNEL are generally found to be within approximately 0.5 dB or less of one
another, they are considered equivalent for purposes of this analysis. These metrics are used to express noise
levels for both measurement and municipal regulations, for land use guidelines, and for enforcement of noise
ordinances. Further explanation can be provided upon request.
2.1 Project Description
The proposed project, Roosevelt Street and Pine Avenue, consists of the construction of a new three-story
residential townhome project with four attached multi-family dwelling units. The dwelling units will each be
three stories with terraces and a roof deck, and each will have an attached garage. The amount of habitable
space provided for each unit will range from 1,720 to 1,760 square feet. For additional information, please
refer to project plans provided in Appendix A.
.Acou"'\tical Analysis R_t_;port for Roo:..;evdt ~)trect a11J Pinc Avenue• Jot# S2<>1()1() • CJctober 29, 2U20 Page 1
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Awusticc,f und rnvironmcnraf Co115ulting Se,v1ccs
2.2 Project Location
The project site is located at the southeast corner of Roosevelt Street and Pine Avenue in the City of Carlsbad,
California. The Assessor's Parcel Number (APN) for the property is 204-082-01-00. The project location is
shown on the Vicinity Map, Figure 1, following this report. An Assessor's Parcel Map, Satellite Aerial
Photograph, and Topographic Map are also provided as Figures 2 through 4, respectively.
2.3 Applicable Noise Regulations
This acoustical analysis report is submitted to satisfy the acoustical requirements of the City of Carlsbad Noise
Guidelines Manual. The City of Carlsbad Noise Guidelines Manual requires that at a residential property,
indoor noise levels are attenuated to 45 CNEL for residential space, and noise levels at residential outdoor use
areas do not exceed 60 CNEL. The State of California Building Code contains a provision that similarly requires
that residential uses maintain interior noise levels of 45 CNEL or less in habitable space.
Please refer to Appendix B for pertinent sections of the City of Carlsbad Noise Guidelines Manual and
California Building Code.
3.0 Environmental Setting
3.1 Existing Noise Environment
The primary noise sources in the vicinity of the project site are traffic noise from Roosevelt Street and Pine
Avenue and railway noise from the track system located to the west of the project site. No other noise source
is considered significant.
3.1.1 Railway Noise Sources
The overall noise environment at the project site is influenced by train traffic traveling on a line located to the
west of the project site. The centerline of the tracks is located approximately 670 feet from the western property
line of the site. Based on the current schedules for Amtrak and Coaster, approximately 49 passenger trains pass
the site each day. Scheduling information was not available for BNSF freight trains, but from prior experience
with projects along this rail corridor, typical freight traffic includes approximately four to six freight trips per
day. Calculations were performed using the CREATE Freight Noise and Vibration Model (see reference) to
determine the noise impacts from train traffic on the project site. With the current peak volume of four
passenger trains and one freight train passing the site per hour during the daytime hours, and one passenger
train and one freight train passing the site per hour during the nighttime hours, the railway noise level was
calculated to be approximately 60 CNEL at the western property line of the project site, without considering
any shielding provided by intervening structures. With shielding taken into account, the noise impact at the
west property line (near the southwest corner of the project site) is expected to drop to approximately 50
CNEL.
Railway noise contours considering intervening structures were calculated for the site, and it was determined
that noise impacts would range from approximately 47 CNEL to 52 CNEL at the site. Railway noise contours
have not been presented graphically due to the low noise levels anticipated at the project site. Detailed
calculations of railway noise have been performed for the determination of combined noise impacts at outdoor
use areas and building facades, and are addressed in Section 5.1 of this report. Please refer to Appendix C for
additional information.
Acoustical Analysis Report for Roosevelt Street and Pinc Avenue • Job# S201010 • October 2'), 2020 Page 2
Eila1· Associates, Inc.
Acou5t1C,d and Environmenra!Consuitmg 'Je,vic,:s
3.1.2 Roadway Noise Sources
Current traffic volumes for all roadways are given based on information from the San Diego Association of
Governments (SANDAG) Transportation Data (see reference), which provides 24-hour traffic counts for
segments in the vicinity of the project site and SANDAG Series 14 Transportation Forecast Information Center
(TFIC).
Roosevelt Street is a two-lane, two-way Local Road running generally north-south to the west of the project
site. The posted speed limit is 25 mph. SANDAG traffic counts show a volume of approximately 5,600
Average Daily Trips (ADT) prior to the year 2011.
Pine Avenue is a two-lane, two-way Local Road running generally east-west to the north of the project site.
The posted speed limit is 25 mph. SANDAG traffic counts were not available for Pine Avenue; therefore,
current traffic volumes were taken from the Series 14 forecasts for the year 2016, which show a volume of
approximately 700 ADT.
No current or future truck percentages were available for Roosevelt Street or Pine Avenue; however, based on
neighboring and surrounding land use, roadway classification, professional experience and on-site observations,
a truck percentage mix of 0.5% medium and 0.5% heavy trucks was used for both roadways.
Traffic volumes for the roadway sections near the project site are shown in Table 1. For further roadway details
and projected future ADT traffic volumes, please refer to Appendix D: Cadna Analysis Data and Results.
Table 1. Overall Roadway Traffic Information
Speed Vehicle Mix (%) FutureADT Roadway Name Limit Medium Heavy CurrentADT (2035) (mph) Trucks Trucks
Roosevelt Street 25 0.5 0.5 5,600 (pre-2011) 3,100
Pine .Avenue1 25 0.5 0.5 700 (2016) 1,000
1Current .ADT for Pine .Avenue was obtained from SAND.AG Series 14.
Without existing or proposed project structures, the current traffic noise contours calculated at ground level
show that traffic noise impacts to the project site are between 52 and 61 CNEL. Current traffic noise contours
are presented graphically as Figure 5. Combined railway and traffic noise levels are detailed in Section 5.0.
3.1.3 Measured Noise Level
An on-site inspection and a traffic noise measurement were made on the afternoon of Wednesday, October 28,
2020. The weather conditions were as follows: sunny skies, moderate humidity, and temperature in the low 70s
with winds at 9 mph. A noise measurement was made to the south of the project site, approximately 27 feet
northeast of the Roosevelt Street centerline and approximately 36 feet southeast of the Pine Avenue centerline.
The primary source of noise during the measurement was traffic noise. The microphone was placed at
approximately five feet above the existing grade. Traffic volumes for Roosevelt Street and Pine Avenue were
recorded for automobiles, medium-size trucks, and large trucks during the measurement period. After a 15-
minute sound level measurement (paused for non-traffic noise sources such as aircraft), no changes in the LEQ
were observable and results were recorded. The measured noise level and related weather conditions are shown
in Table 2, and the noise measurement location is shown on Figure 3.
Acoustical Analysis Report for Roosevelt Str(et and Pine Avenue• Job# S201010 • October 29, 2020 Page 3
Eilar Associates, Inc.
Acriu,;tic:ol onc1 rnvironmemal ( on~ult,ng Scrv1rc,;
Table 2. On-Site Noise Measwement Conditions and Results
Date Wednesday, October 28, 2020
Time 3:09 p.m. -3:32 p.m.
Conditions Sunny skies, wind at 9 mph,
temperature in the low 70s, with moderate humidity
Measured Noise Level 60.9 dB.A LEQ
3.1.4 Calculated Noise Level
Noise levels were calculated for the site using the methodology described in Section 4.1 .3. The calculated noise
levels (LEQ) were compared with the measured traffic noise level to determine if adjustments or corrections
(calibration) should be applied to the traffic noise prediction model. Adjustments are intended to account for
site-specific differences, such as reflection and absorption, which may be greater or lesser than accounted for
in the model.
The measured noise level of 60. 9 dB A L EQ at approximately 27 feet northeast of the Roosevelt Street centerline
and approximately 36 feet southeast of the Pine Avenue centerline was compared to the calculated (modeled)
noise level of 58.8 dBA L EQ for the same anticipated traffic flow. According to the Federal Highway
Administration's Highway Traffic Noise: Analysis and Abatement Guide (see reference), a traffic noise model
is considered validated if the measured and calculated noise impacts differ by three decibels or less. No
adjustment was deemed necessary to model peak hour noise levels for the proposed building as the difference
between the measured and calculated levels was found to be less than three decibels. This information is
presented in Table 3. Please refer to Appendix D for more information.
Table 3. Calculated versus Measured Traffic Noise Data
Location Calculated Measured Difference Correction
27' northeast of Roosevelt Street C.L. and 58.8 dB.A L EQ 60.9 dB.A LEQ 2.1 dB None .Applied 36' feet southeast of Pine .Avenue C.L.
3.2 Future Noise Environment
The future on-site noise environment will be the result of the same traffic and railway noise sources. Future
rail noise is not expected to change significantly, and therefore, was modeled as described above.
3.2.1 Future Transportation Noise
The future on-site noise environment will be the result of the same traffic noise sources. The future (year 2035)
traffic volumes for surrounding roadways were obtained from the SANDAG Series 14 Transportation Forecast
Information Center (TFIC).
According to SANDAG, by the year 2035, the traffic volume of Roosevelt Street is estimated to decrease to
3,100 ADT. By the year 2035, the traffic volume of Pine Avenue is expected to increase to 1,000 ADT. The
roadway alignment and roadbed grade elevations are expected to remain the same for these sections of
roadways.
The same truck percentages from the existing traffic volumes were used for future traffic volume modeling.
For further roadway details and projected future ADT traffic volumes, please refer to Appendix D: Cadna
Analysis Data and Results.
Acou,tical Analy,is Report for Rc,o,,e,-elt Street and Pine 1\venue •Job# S201010 • Oct(,ber 29. 2020 Page 4
Eilar Associates, Inc.
Without existing or proposed project structures, the future traffic noise contours calculated at ground level
show that future traffic noise impacts to the project site will decrease slightly to be between 52 and 60 CNEL.
Future traffic noise contours are presented graphically as Figure 6. Combined railway and traffic noise levels
are detailed in Section 5.0.
4.0 Methodology and Equipment
4.1 Methodology
4.1. 1 Field Measurement
Typically, a "one-hour" equivalent sound level measurement (LEQ, A-Weighted) is recorded for at least one
noise-sensitive location on the site. During the on-site noise measurement, start and end times are recorded
and vehicle counts are made for cars, medium trucks (double-tires/two axles), and heavy trucks (three or more
axles) for the corresponding road segment(s). Supplemental sound measurements of one hour or less in
duration are often made to further describe the noise environment of the site.
For measurements of less than one hour in duration, the measurement time is long enough for a representative
traffic volume to occur and the noise level (LEQ) to stabilize. The vehicle counts are then converted to one-
hour equivalent volumes by applying an appropriate factor. Other field data gathered include measuring or
estimating distances, angles-of-view, slopes, elevations, roadway grades, and vehicle speeds. This information
is subsequently verified using available maps and records.
4.1.2 Railway Noise Calculation
The airborne railway noise analysis is accomplished using CREA TE noise model (see reference). CREATE
performs the evaluation of a site's exposure to railway noise by taking into account factors such as the distance
from the site to the railroad track centerline, the number of diesel trains in both directions during the worst-
case hour, the average number of diesel locomotives, the average length of each train, the average train speed
past the site, the rail types, and whether the site is near crossings where train whistles or horns are sounded.
4.1.3 Roadway Noise Calculation
The Traffic Noise Model (TNM) calculation protocol in Cadna Version 2020 (based on the methodology used
in TNM Version 2.5, released in February 2004 by the U.S. Department of Transportation) was used for all
traffic modeling in the preparation of tlus report. Using the TNM protocol, the CNEL is calculated as 0.092
times the ADT for surrounding roadways, based on the studies made by Wyle Laboratories (see reference).
Future CNEL is calculated for desired receptor locations using future road alignment, elevations, lane
configurations, projected traffic volumes, estimated truck mixes, and vehicle speeds. Noise attenuation
methods may be analyzed, tested, and planned with TNM, as required.
In order to determine the estimated traffic volumes of roadways during the traffic noise measurement made on
site for model calibration, the approximate percentage of the Average Daily Trips (ADT) value for the time
period in which the measurement is made is incorporated into the traffic model. These percentages have been
established in a study performed by Katz-Okitsu and Associates, Traffic Engineers (see reference). For
purposes of calibrating the Cadna TNM, 8.0% of the ADT values for the current environment were used in
calculations (for roadways that were not manually counted) to account for traffic between the hours of 3 p.m.
and 4 p.m. in the vicinity of the project site. Further explanation can be supplied on request.
J\cousr,cal Analysis Report for Roos<:velr Street and Pine Avenue• Job II S2()l()J() • October 29, 2020 Page 5
Eilar Associates, Inc.
Acoustical ,,nd EnvironmcmaJ lomulting Services
4.2 Measurement Equipment
Some or all of the following equipment was used at the site to measure existing noise levels:
• Larson Davis Model LxT Type 1 Sound Level Meter, Serial# 4084
• Larson Davis Model CA200 Type 1 Calibrator, Serial # 16454
The sound level meter was field-calibrated immediately prior to the noise measurement and checked afterward
to ensure accuracy. All sound level measurements conducted and presented in this report, in accordance with
the regulations, were made with a sound level meter that conforms to the American National Standards Institute
specifications for sound level meters (ANSI Sl.4). All instruments are maintained with National Bureau of
Standards traceable calibration, per the manufacturers' standards.
5.0 Impacts and Mitigation
5.1 Exterior
As some current traffic volumes exceed those projected for the future, a combination of current and future
traffic volumes were used for a "worst-case" analysis of anticipated noise levels at the proposed project site.
5.1.1 Noise Impacts to Outdoor Use Areas
The City of Carlsbad requires residential projects to maintain noise levels of 60 CNEL or less at outdoor use
areas. The project has incorporated private terraces and roof decks for each unit. Worst-case traffic and railway
noise impacts have been calculated at each of these outdoor use areas using Cadna to determine whether noise
impacts exceed the 60 CNEL thres hold. Calculations assume seated receivers on roof decks and shielding
provided by surrounding building structures. Results of this analysis are shown in Table 4 below. Additional
information is provided in Appendix D , and a graphical representation of outdoor use receiver locations is
provided as Figure 7.
Table 4. Worst-Case Combined Noise Levels at Outdoor Use Areas
Combined Exterior Noise Level (CNEL)
Receiver Location
First Floor Second Floor Roof
OUl North Facing Patio/Deck 59 60 N/A.
OU2 North Facing Patio/Deck 59 59 N/A.
OU3 North Facing Patio/Deck 58 58 N/A.
OU4 North Facing Patio/Deck 58 58 NIA
ous Roof Deck N /A. N/A. 56
OU6 Roof Deck N /A. N/A. 54
OU7 Roof Deck N /A. N/A. 53
OU8 Roof Deck N /A. N/A. 53
Acoustical Analysis Rcporr for Rc•osevclr Street and Pine /\venue • Job# $201010 • October 29, 2020 Page 6
Eilar Associates, Inc.
As shown above, worst-case combined traffic and railway noise impacts at the project site are not expected to
exceed 60 CNEL at private outdoor use areas of the project. N o project design features are required for the
attenuation of exterior noise impacts at the project site.
5.1.2 Noise Impacts to Building Facades
Worst-case combined traffic and railway noise impacts were also calculated at building facades of all units on
site and were found to range from 50 CNEL at the first floor of the south facade to 59 CNEL at the west
facade. A complete listing of calculated noise impacts is shown in Table 5, and a graphical representation of
building facade receiver locations is shown in Figure 8.
Table 5. Worst-Case Combined Noise Levels at Building Facades
Combined Exterior Noise Level (CNEL)
Receiver Location
First Floor Second Floor Third Floor
Fl North N/A. 58 58
F2 East 53 53 53
F3 South so 52 53
F4 West 59 59 59
5.2 Interior
5.2.1 Transportation Noise Sources
The State of California and the City of Carlsbad require buildings to be designed in order to attenuate, control,
and maintain interior noise levels to 45 CNEL or less in habitable residential space. Current exterior building
construction is generally expected to achieve at least 15 decibels of exterior-to-interior noise attenuation, with
windows opened, according to the U.S. EPA (see reference). Therefore, proposed project building structures
exposed to exterior noise levels greater than 60 CNEL could be subject to interior noise levels exceeding the
45 CNEL noise limit for residential habitable space.
As shown in Table 5, noise impacts at project building facades are not anticipated to exceed 60 CNEL. As
building facade noise impacts will not exceed 60 CNEL, all units on site are expected to comply with City of
Carlsbad and State of California interior noise regulations of 45 CNEL or less with typical building construction,
and therefore, no detailed interior noise analysis would be required for this project. No special design features,
such as mechanical ventilation or STC-rated glazing, are required for meeting interior noise limits.
Acoustical J'.nalysis Report for Roosevelt Srreel and Pine Avenue• Job I+ S201010 • October 29, 2020 Page 7
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6.0 Conclusion
As per City of Carlsbad requirements, noise levels at outdoor use areas of the residential uses are required to
be 60 CNEL or less. Worst-case combined traffic and railway noise impacts were calculated at private outdoor
use areas to determine compliance with this requirement. It was determined that, as designed, all private
outdoor use areas will have noise impacts of 60 CNEL or less, in compliance with City of Carlsbad noise
standards. No project design features are therefore deemed necessary for the attenuation of exterior noise
impacts .
The City of Carlsbad and the State of California require interior noise levels not exceeding 45 CNEL in
residential habitable space. As building facade noise impacts are not expected to exceed 60 CNEL, interior
noise levels are expected to comply with the 45 CNEL requirement with typical building construction, and no
detailed interior noise analysis would be required for this development. No special design features, such as
mechanical ventilation or STC-rated glazing, are required for meeting interior noise limits.
7.0 Certification
All recommendations for noise control are based on the best information available at the time our consulting
services are provided. However, as there are many factors involved in sound transmission, and Eilar Associates
has no control over the construction, workmanship or materials, Eilar Associates is specifically not liable for
final results of any recommendations or implementation of the recommendations .
The findings and recommendations of this acoustical analysis report are based on the information available and
are a true and factual analysis of the potential acoustical issues associated with the Roosevelt and Pine project,
located at the southeast corner of Roosevelt Street and Pine Avenue in the City of Carlsbad, California. This
report was prepared by Rachael Cowell and Amy Hool.
&iwcl\§Ead
Acoustical Consultant
Ac(>usticat AnaJ~,sis Report for R110:-;e1:clt ~-~trcet and Pint' ;\venue• Job# S20HHO • ()ctubcr 29, 202{) Page H
8.0 References
City of Carlsbad Noise Guidelines Manual, September 1995.
California Building Code, Based on the International Building Code, Chapter 12, Section 1207 -Sound
Transmission Control.
Harris Miller Miller & Hanson, Inc., CREATE Freight Noise and Vibration Model, 2006.
San Diego Association of Governments (SANDAG) Website, Demographics and Other Data, 2015
Transportation Data, http://www.SANDAG.org/resources/demographics_and_other_data/transportation/
adtv/index.asp.
San Diego Association of Governments (SANDAG) Traffic Forecast Information Center, Series 14,
http:/ /tfic.sandag.org.
Federal Highway Administration, Highway Traffic Noise: Analysis and Abatement Guide, December 2011.
Wyle Laboratories, Development of Ground Transportation Systems Noise Contours for the San Diego
Region, December 1973.
Traffic Distribution Study, by Katz-Okitsu and Associates Traffic Engineers, 1986.
DataKustik, CadnaA (Computer Aided Noise Abatement), Version 2020.
U.S. Environmental Protection Agency Office of Noise Abatement and Control, Information on Levels of
Environmental Noise Requisite to Protect Public Health and Welfare With an Adequate Margin of Safety,
March 1974.
Acoustical Analysis Report for ltoosevclt Street and Pinc Avenue• Job# S21Jl1)1() • October 29, 2020 Page 9
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Job #S201010
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San Diego County
Assessor's
Parcel Number:
204-082-01-00
Eilar Associates, Inc.
210 South Juniper Street, Suite 100
Escondido, California 92025
760-738-5570
Assessor's Parcel Map
Job # S201010 Figure 2
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Eilar Associates, Inc.
210 South Juniper Street, Suite 100
Escondido, California 92025
760-738-5570
Satellite Aerial Photograph Showing Noise Measurement Location
Job # S201010 Figure 3
Eilar Associates, Inc.
210 South Juniper Street, Suite 100
Escondido, California 92025
760-738-5570
Topographic Map
Job # S201010 Figure 4
-55 CNEL Contour
-60 CNEL Contour
Eilar Associates, Inc.
210 South Juniper Street, Suite 100
Escondido, California 92025
760-738-5570
Site Plan Showing Current Traffic CNEL Contours
Job # S201010 Figure 5
-55 CNEL Contour
-60 CNEL Contour
Eilar Associates, Inc.
210 South Juniper Street, Suite 100
Escondido, California 92025
760-738-5570
Site Plan Showing Future Traffic CNEL Contours
Job # S201010 Figure 6
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SETBACK
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Site Plan Showing Outdoor Use Area Receiver Locations
Job # S201010 Figure 7
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Site Plan Showing Facade Receiver Locations
Job # S201010 Figme8
• Eilar Associates, Inc.
Acoustical and Environmental Consulting Services
CARLSBAD1 CA
Tony Cassolato
576 Camino El Dorado
Encinitas, CA 92024
ROOSEVELT STREET AND PINE AVENUE
APRIL 28, 2020
SCALE:
SHEET INDEX
A-SP SITE PLAN
A-I CONCEPTUAL FLOOR PLAN
A-2 CONCEPTUAL FLOOR PLAN
A-3 BUILDING COMPOSITE
A-4 BUILDING ELEVATIONS
A-5 BUILDING PERSPECTIVES
A-6 BUILDING PERSPECTIVES
A-7 BUILDING PERSPECTIVES
A-8 BUILDING PERSPECTIVES
COVER SHEET
~ 5256 S. Mission Road, Ste 404
Bonsall, CA 92003
760.724.1198 A-8
CARLSBAD1 CA
Tony Cassolato
576 Camino El Dorado
Encinitas, CA 92024
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10.0'
DEDICATION
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PROJECT SUMMARY
3-STORY TOWNHOMES
HOMES 4 UNITS
GROSS AREA .19AC
NET AREA .16AC
DENSITY 21 DU/AC
PARKING 8 SPACES
UNIT MIX
2 PLAN IA 48D/38A 1720SF
2 PLAN I B 4BD/3BA 1760 SF
4 TOTAL UNITS
PARKING REQUIRED
2 SPX 4 DU= 8 SPACES j~:~;:~~
Il l~ H 1 ± A l ~~q ., , , ---+ ~ -_, r ,/, SETtCK
50.0' PARKING PROVIDED
J GARAGE 8 SPACES
18.0'
SETBACK
24.0'
BACKUP
20.0'
DRIVEWAY
t-----------139.9'------------l--
ROOSEVELT STREET AND PINE AVENUE
APRIL 28. 2020 ([)
0 10 20 30
SCALE: ~ N
20.0'
ALLEY
PROPERTY OPEN SPACE
REQUIRED 6994 SF X . IO = 699 SF
PROVIDED 927 SF
PRIVATE OPEN SPACE
REQUIRED
60 SF/DU= 240 SF
PROVIDED
PLAN IA(255 SF X 2)= 510 SF
PLAN I 8(255 SF X 2)= 510 SF
TOTAL l,020SF
CONCEPTUAL SITE PLAN
~ 5256 S. Mission Road, Ste 404
Bonsall, CA 92003
160.124_119s A-SP
CARLSBAD1 CA
Tony Cassolato
576 Camino El Dorado
Encinitas, CA 92024
DECK r.o·xr..,-
'°"
,--7
119•.11· L
ROOF DECK
'""
-7
I
I
I
I
I
I
I
______ _J
ROOF DECK
DINING
11'-0"'Xl2'-4i"
0 GREATRO?M
IS'-O"X IS'-6
II
SECOND FLOOR
._,
1r.:i!· 11·.7.!•
0
HAmR BEOFi
"'~
BEDRM "'4
THIRD FLOOR
11 ~ I OFFICE
T.(1' X 14".(I'"
L_7
L__ ____ _
FIRST FLOOR
PLAN IA:
1ST FLR -
2ND FLR-
JRD FLR-
TOTAL
4BD/3BA
200 S.F.
800 S.F.
750 S.F.
1,750 S.F.
ROOSEVELT STREET AND PINE AVENUE CONCEPTUAL FLOOR PLAN
APRIL 28, 2020
0 4 8 12 SCALE: L___r-7____j ~ 5256 S. Mission Road, Ste 404
Bonsall, CA 92003
760.724.1198 A-I
CARLSBAD1 CA
Tony Cassolato
576 Camino El Dorado
Encinitas, CA 92024
,_._..
1-----~ ON ...........
~ LJ
DECK w.o·xr4
70Sf
i
I
•
ROOF DECK
IIUf
7
[_
ROOF DECK
l
Ii j i ii
18 D
GREAT ROOM
IS'-4"XIS'-6"
SECOND FLOOR
~. ~
)_Q'-'"
DINING
11'-0"X ll'-6"
0
7
I
I
I
I
I
I
I
J
I I I
---' J
u,
PATIO
OFFICE
7-0-X 12'-0"
L_7
rJ-9"
12'-11"
MASTER BEDR9 '"yj
BEDROOM
12,-erx11·.o·
THIRD FLOOR
88
GARAGE
N-O"Xl0'-0'
lrJ-6"
L _______ _j
FIRST FLOOR
PLAN 1B:
1ST FLR -
2ND FLR-
2ND FLR-
TOTAL
4BD/3BA
200 S.F.
820 S.F.
765 S.F.
1,765 S.F.
ROOSEVELT STREET AND PINE AVENUE CONCEPTUAL FLOOR PLAN
APRIL 28, 2020
0 ◄ 8 12 SCALE: L____f"""""7___ ~ 5256 S. Mission Road, Ste 404
Bonsall, CA 92003
760.724.1198 A-2
CARLSBAD1 CA
Tony Cassolato
576 Camino El Dorado
Encinitas, CA 92024
17_
1
17__T _ _17
Ii l l I I I
PLAN
IA
PLAN
1B
I
I
I
PLAN
1B
..___...._ -_l_ ----
= =
_l7
PLAN
IA
ROOF DECK
~
..:i F?iL I ,I
THIRD FLOOR
t w·• 17 'H ' "'·• J7 <'.Y AM I '"• ,' AM 1------:-)
1 """ □□ ,~ [ I
PLAN IA
1 = =
DD 11 I DD
I
PLAN 1B PLAN 1B
SECOND FLOOR
+
L -7_ -L_ __ _j ___ _L ___ __J L_ __ _____J
FIRST FLOOR
ROOSEVELT STREET AND PINE AVENUE
APRIL 28, 2020
0 4 8 12
SCALE: L____f"""""7___
BUILDING COMPOSITE
~ 5256 S, Mission Road, Ste 404
Bonsall, CA 92003
760.724.1198 A-3
CARLSBAD! CA
Tony Cassolato
576 Camino El Dorado
Encinitas, CA 92024
WEST (ROOSEVELT ST)
EAST
ROOSEVELT STREET AND PINE AVENUE
APRIL 28, 2020
0 4 8 12
SCALE:~
SOUTH
NORTH {PINE AVE)
MATERIAL SCHEDULE
I ROOF -CONCRETE TILE
2 FASOA -2 X 6 RESAWN WOOD
WALL -STUCCO
WALL -STONE VENEER
TRIM -2X STUCCO OVER
METAL RAIUNG
7 TRELLIS
8 DECORATIVE FOAM EA VE
9 DECORATIVE AWNING
IO DECORATIVE SHUTTERS
11 DECORATIVE POTSHELF
12 DECORATIVE GABLE ACCENT
BUILDING ELEVATIONS
~ 5256 S. Mission Road, Ste 404
Bonsall, CA 92003
760.724.1198 A-4
• Eilar Associates, Inc.
Acoustical and Environmental Consulting Services
---....
-
----
----
-
-...
-
---
..
-----
• -..
Noise Guidelines Manual CITY OF CARLSBAD
Selected Land Use/Noise Compatlblllty Policies and ObJectlves
from the Noise Element
IV. OBJECTIVES AND IMPLEMENTING C.1 Encourage the development of
POLICIES AND ACTION PROGRAMS compatible land uses in areas which are sub-
ject to excessive noise levels.
GENERAL
C. IMPLEMENTING POLICIES AND
ACTION PROGRAMS
C.1 Control harmful or undesirable
sounds through the planning and regulatory
process with emphasis on noise/ land-use
compatibility planning.
C.2 Review all development propos-
als, both public and private, for consistency
with the policies of this element.
C.4 Continue to enforce . building
codes to ensure adequate sound insulation be-
tween dwellings and to ensure adequate
sound insulation of interior areas from loud
external noise sources. The City shall
continue to enforce project conditions of
approval related to noise control.
C.5 Attempt to control noise primarily
at its source. Where this is not feasible,
controls along the transmission path of the
noise should be required.
LAND USE
B. OBJECTIVES
8.1 To achieve noise compatibility
between industrial/ commercial and surround-
ing land uses and achieve an acceptable
noise environment in industrial/ commercial
areas.
8.2 To achieve noise impact compati-
bility between land uses through the land use
planning/development review process.
C. IMPLEMENTING POLICIES AND
ACTION PROGRAMS
C.2 Develop specific noise standards
for use in reviewing noise sensitive devel-
opment.
C.3 Require the use of project design
techniques, such as, increasing the distance
between the noise source and the receiver;
placing non-noise sensitive uses such as park-
ing areas, maintenance facilities, and utility
areas between the source and the receiver;
using non-sensitive structures, such as a ga-
rage, to shield noise sensitive areas; and,
orienting buildings to shield outdoor spaces
from a noise source to minimize noise impacts ·
during any discretionary review of a residential
or other noise sensitive project.
C.5 Enforce the policy of the City that
60 dBA CNEL is the exterior noise level to
which all residential units should be
mitigated. Sixty-five (65) dBA CNEL ls the
maximum noise level to which residential
units subject to noise from McClellan-Palomar
Airport should be permitted. Additional
disclosure actions (easements, deed restric-
tions, recorded notice, etc.) may be required
of developers/sellers of noise impacted
residential units .
For residential properties identified as
requiring a noise study, a study shall be pre-
pared by an acoustical professional. This
study shall document the projected maximum
exterior noise level and mitigate the projected
exterior noise level to a maximum allowable
noise level as identified in this policy.
Interior noise levels should be mitigat-
ed to 45 dBA CNEL when openings to the
exterior of the residence are open or closed.
If openings are required to be closed to meet
Noise Element Policies 4
CITY OF CARLSBAD
the interior noise standard, then mechanical
ventilation shall be provided.
If the acoustical study shows that exte-
rior noise levels cannot be mitigated to the
level allowable as identified in this policy or
less, the development should [JQJ. be approved
without one or more of the following findings:
1. Changes or alterations have been
required in, or incorporated into, the project
which avoid or substantially lessen the sig-
nificant environmental effect (noise).
2. Changes or alterations to avoid or
substantially lessen the significant environ-
mental effect (noise) are within the responsi-
bility and jurisdiction of another public agency
and not the City of Carlsbad. Such changes
have been adopted by such other agency or
can and should be adopted by such other
agency.
3. Specific economic, social, or other
considerations make infeasible the mitigation
measures or project alternatives to avoid or
substantially lessen the significant environ-
mental effect (noise).
If a project is approved with exterior
noise levels exceeding the level allowable
pursuant to this policy, all purchasers of the
impacted property shall be notified in writing
prior to purchase, and by deed disclosure in
writing, that the property they are purchasing
is, or will be, noise impacted and does not
meet Carlsbad noise standards for residential
property.
Notwithstanding project approval, no
residential interior CNEL should exceed 45
dBA.
C.6 Require that a •Noise• Study be
submitted with all discretionary applications
for residential projects of five or more single
family dwelling units or any multiple family
dwelling units located within or 500-feet
beyond the 60 dBA CNEL Noise Contour Lines
Noise Guidelines Manual
as shown on the Map 2: Future Noise
Exposure Contour Map.
C. 7 Enforce the policy of the City that
site design techniques such as increasing the
distance between the noise source and the
receiver; placing non-noise sensitive uses
such as parking areas, maintenance facilities
and utility areas between the source and the
receiver; using non-noise sensitive structures,
such as a garage, to shield noise-sensitive
areas; and orienting buildings to shield
outdoor spaces from a noise source, be the
first tool used to mitigate noise impacts on
noise sensitive land uses rather than the
construction of walls or berms.
C.8 Recognize that mitigation of
existing or future noise impacts from Cir-
culation Element roadways, AT&SF railroad or
McClellan-Palomar Airport for existing or
future development within the City, shall not
be funded by the City. However, the City shall
assist applicants with the processing of neces-
sary permits for mitigating noise on private
property, which permits may include right-of.
way permits, encroachment permits, retaining
wall permits and zoning variances. The City
shall also assist property owners in the
establishment of assessment districts, to fund
noise mitigation improvements, in accordance
with established City policies and procedures.
Cl RC ULA noN
C. IMPLEMENTING POLICIES AND
ACTION PROGRAMS
C.2 Consider noise impacts in the
design of road systems and give special con-
sideration to those road corridors in scenic or
noise sensitive areas.
C.4 Apply the residential noise poli-
cies of this element in the review of proposals
for the construction or improvement of any
roadway, railroad, transit system or other noise
producing facility.
Noise Element Policies 5
---..
-... -
-.. .. -
-
-
---.. .. ..
-
-----
------
-..
..
-...
-...
-..
.. --------
---
---
...
-------
Section 1206 Sound Transmission
1206.1 Scope
This section shall apply to common interior walls, partitions and floor/ceiling assemblies between adjacent dwelling units and sleeping units or
between dwelling units and sleeping units and adjacent public areas such as halls, corridors, stairways or service areas .
1206.2 Airborne sound
Walls, partitions and floor-ceiling assemblies separating dwelling units and sleeping units from each other or from public or service areas shall have a
sound transmission class of not less than 50, or not less than 45 if field tested, for airborne noise where tested in accordance with ASTM E90.
Alternatively, the sound transmission class of walls, partitions and floor-ceiling assemblies shall be established by engineering analysis based on a
comparison of walls, partitions and floor-ceiling assemblies having sound transmission class ratings as determined by the test procedures set forth in
ASTM E90. Penetrations or openings in construction assemblies for piping; electrical devices; recessed cabinets; bathtubs; soffits; or heating,
ventilating or exhaust ducts shall be sealed, lined, insulated or otherwise treated to maintain the required ratings. This requirement shall not apply to
entrance doors; however, such doors shall be tight fitting to the frame and sill .
1206.2.1 Masonry
The sound transmission class of concrete masonry and clay masonry assemblies shall be calculated in accordance with TMS 0302 or determined
through testing in accordance with ASTM E90.
1206.3 Structure-borne sound
Floor-ceiling assemblies between dwelling units and sleeping units or between a dwelling unit or sleeping unit and a public or service area within the
structure shall have an impact insulation class rating of not less than 50, or not less than 45 if field tested, where tested in accordance with ASTM
E492. Alternatively, the impact insulation class of floor-ceiling assemblies shall be established by engineering analysis based on a comparison of floor-
ceiling assemblies having impact insulation class ratings as determined by the test procedures in ASTM E492.
Exception: Impact sound insulation is not required for floor-ceiling assemblies over nonhabitable rooms or spaces not designed to be occupied,
such as garages, mechanical rooms or storage areas.
1206.4 Allowable interior noise levels
Interior noise levels attributable to exterior sources shall not exceed 45 dB in any habitable room. The noise metric shall be either the day-night
average sound level (Ldn) or the community noise equivalent level (CNEL), consistent with the noise element of the local general plan.
1206.5 Acoustical control
[BSC-CGJ See California Green Building Standards Code, Chapter 5, Division 5.5 for additional sound transmission requirements.
1 of 1 2019 California Building Code Exported from Q UpCodes
• Eilar Associates, Inc.
Acoustical and Environmental Consulting Services
Noise Model Based on Federal Transrt Adminstration General Transrt Noise Assessment
Developed for Chicago Create Project
Copyright 2006, HMMH Inc.
Case: $201<!10:
RESULTS
Noise Source Ldn (dB)
All Sources 60
Source 1 48
Source 2 43
Source 3 53
Source 4 53
Source 5 0
Source 6 0
Hom Ldn 1 50
Hom Ldn 2 56
Enter noise receiver land use c•tegory below.
LAND USE CATEGORY
Noise receiver land use category (1.i. 2 or 3
-··--· --·-· -,----··-·-----· -----·-·· ---·-·-·-·--.. -. -. -··
NOISE SOURCE PARAMETERS
Parameter Source 1
Source Num. Corrmuter Diesel Locomotive
Distance (source to receiver) distance (ft)
Daytime Hours speed (mph)
(7 AM-10 PM) trains/hour
locos/train
Nighttime Hours speed (mph)
~10 PM-7 AM) trains/hour
locos/train
vvneel Flats?
Jointed Track? YIN
Embedded Track? YIN
Aerial Structure? YIN
Barrier Present? YIN
lntervenino Rows of of Buildinas number of rows
SOURCE REFERENCE UST
Source Number
Commuter Electric Locomotive 1
Commuter Diesel Locomotive 2
Commuter Rail Cars 3
RRTILRT 4
AGT, Steel Wheel 5
AGT, Rubber Tire 6
Monorail 7
Maglev 8
Freight Locomotive 9
Freight Cars 10
Hopper Cars (empty) 11
Hopper Cars (full) 12
Crossover 13
Automobiles 14
City Buses 15
Corrmuter Buses 16
Rail Yard or Shop 17
Layover Tracks 18
Bus Storage Yard 19
Bus Op. Facility 20
Bus Transit Center 21
Parking Garage 22
Park & Ride Lot 23
-·
Jl~'121i~.c
i" 670 ,
~~: ~·t~·
i;i Iii iii .C
i" ~Nm
i,.·,,N~'
., .. oNo .. ,
[II N ..
, .. 0 "
Leq -daytime (dB)
52
46
41
47
46
0
0
Source 2
Corrmuter Rail Cars
distance (ft)
speed (mph)
trains/hour
cars/train
speed (mph)
trains/hour
cars/train
o/o of cars w/ Y8leel Oats
YIN
YIN
YIN
YIN
number of rows
HORN NOISE CALCULATION
iFreight
trains/day
trains/night
distance (ft)
speed (mph)
ground absorption {Q-. 1)
Hourly Leq at 50 feet (day1ime)
Hourly Leq at 50 feet (nighttime)
Ldn at 50 feet
Ldn at specified distance
mmuter
trains/day
trains/night
distance (ft)
speed (mph)
ground absorption (0-1)
Hourly Leq at 50 feet (daytime)
Hourly Leq at 50 feet (nighttime)
Ldn at 50 feet
Ldn at specified distance
Noise Model
Leq -nighttime (dB)
Source 3
Jl~lil3'lil,t Freight Locomotive
i" 670 • distance (ft)
speed (mph)
trains/hour :::y~: .5 . , locos/train
.;1°:; speed (mph)
trains/hour
locos/train
20.00%.
i" ~Nm • YIN
11,·•,,N~' YIN
!.",N."' YIN
lD,N .. • YIN
'" 0 ..
3
3
670
35
69.2
75.3
50.4
·,10
9
670
40
..1-
77.6
73.4
80.7
55.8
number of rows
Page 1
50
40
35
47
46
0
0
Source 4 I
p_gga_. Freight Ca"' .,._.,()',,~
i" 670 " distance (ft) 670 < ~==c speed (mph) s trains/hour
.2 , . length of cars (ft) I train SY~, speed (mph) ~3:,t trains/hour
length of cars (ft) I train 2000., Ja ..... % of cars w/ wheel nats 20.00% p ~Nm YIN I' mNm Ii
l,"~N~~-c YIN 11,·,,N~',i
1L!l.i,.,N,.,MI~ YIN ., .. ,N,"A
l".N.iil. YIN 111 N.lilJ
'" 0 ill
number of rows ,., 0 al
• Eilar Associates, Inc.
Acoustical and Environmental Consulting Services
I I I I I I I I I a I a I I I
S201010 -Roosevelt and Pine -Calibration Model
Eilar Associates, Inc.
210 South Juniper Street, Suite 100
Escondido, California 92025-4230
Phone: (760) 738-5570
Date: 29 Oct 2020
Calculat' Conti t'
Configuration
Parameter Value
General
Country (user defined)
Max. Error (dB) 0.00
Max. Search Radius (#(Unit.LEN)) 2000.00
Min. Dist Src to Rcvr 0.00
Partition
Raster Factor 0.50
Max. Length of Section (#(Unit.LEN)) 1000.00
Min. Length of Section (#(Unit.LEN)) 1.00
Min. Length of Section (%) 0.00
Proj. Line Sources On
Proj. Area Sources On
Ref. Time
Reference Time Day (min) 960.00
Reference Time Night (min) 480.00
Daytime Penalty (dB) 0.00
Recr. Time Penalty (dB) 6.00
Night-time Penalty (dB) 10.00
DTM
Standard Height (m) 0.00
Model of Terrain Triangulation
Reflection
max. Order of Reflection 0
Search Radius Src 100.00
Search Radius Rcvr 100.00
Max. Distance Source -Rcvr 1000.00 1000.00
Min. Distance Rvcr -Reflector 1.00 1.00
Min. Distance Source -Reflector 0.10
Industrial (ISO 9613)
Lateral Diffraction some Obj
Obst within Area Src do not shield On
Screening Exd. Ground Att. over Barrier
Dz with limit (20/25)
Barrier Coefficients C 1,2,3 3.0 20.0 0.0
Temperature (#(Unit.TEMP)) 20
rel. Humidity(%) 50
Ground Absorption G 0.35
Wind Speed for Dir. (#(Unit,SPEED)) 3.0
Roads(TNM)
Railways (Schall 03 (1990))
Strictly acc. to Schall 03 / Schall-Transrapid
Aircraft (???)
Strictly acc. to AzB
Eilar Associates, Inc.
I t I I I I I I I I I I I I I I I I I I I I I
S201010-Roosevelt and Pine -Calibration Model
Receivers
Name M. ID Level Lr Limit. Value Land Use Height Coordinates
Day Night Day Night Type Auto Noise Type X y z
(dBA) (dBA) (dBA) (dBA) (m) I (m) (m) (m)
NML 58.8 -62.3 0.0 0.0 X Total 1.s2Ir 273.48 177.96 1.52
Eilar Associates, Inc.
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
S20101 0 -Roosevelt and Pine -Calibration Model
Roads
Name M. ID Lme Count Data exact Count Data Speed Limit scs Surface Gradient Mult. Reflection
Day Evening Night DlV Str.class. M p (%) Auto Truck Dist. Dstro Type Drefl Hbuild Dist.
(dBA) (dBA) (dBA) Day Evening Night Day Evening Night (km/h) (km/h) (dB) (%) (dB) (m) (m)
Roosevelt Street R 1 50.0 0.0 0.0 212.0 0.0 0.0 1.9 0.0 0.0 40 6.1 0.0 1 0.0 0.0
Pine Avenue R 2 51.6 0.0 0.0 64.0 0.0 0.0 0.0 0.0 0.0 40 7.32 0.0 1 0.0 0.0
G Road
Name Height Coordinates Dist LSlope
Begin End X y z Ground (m) (%)
(m) (m) (m) (m) (m) (m)
Roosevelt Street 0.00 r 266.16 222.09 0.00 0.00
264.08 21.38 0.00 0.00
Pine Avenue 0.00 r 206.37 189.46 0.00 0.00
372.72 189.46 0.00 0.00
Eilar Associates, Inc.
I I
S20101 O -Roosevelt and Pine -Current Model
Eilar Associates, Inc.
210 South Juniper Street, Suite 100
Escondido, California 92025-4230
Phone: (760) 738-5570
Date: 29 Oct 2020
Confi
Configuration
Parameter Value
General
Country ( user defined)
Max. Error (dB) 0.00
Max. Search Radius (#(Unit.LEN)) 2000.00
Min. Dist Src to Rcvr 0.00
Partition
Raster Factor 0.50
Max. Length of Section (#(Unit.LEN)) 1000.00
Min. Length of Section (#(Unit.LEN)) 1.00
Min. Length of Section (%) 0.00
Proj. Line Sources On
Proj. Area Sources On
Ref. Time
Reference Time Day (min) 960.00
Reference Time Night (min) 480.00
Daytime Penalty (dB) 0.00
Recr. Time Penalty (dB) 6.00
Night-time Penalty (dB) 10.00
DTM
Standard Height (m) 0.00
Model of Terrain Triangulation
Reflection
max. Order of Reflection 0
Search Radius Src 100.00
Search Radius Rcvr 100.00
Max. Distance Source -Rcvr 1000.00 1000.00
Min. Distance Rvcr -Reflector 1.00 1.00
Min. Distance Source -Reflector 0.10
Industrial (ISO 9613)
Lateral Diffraction some Obj
Obst within Area Src do not shield On
Screening Exd. Ground Att. over Barrier
Dz with limit (20/25)
Barrier Coefficients C 1,2,3 3.0 20.0 0.0
Temperature (#(Unit.TEMP)) 20
rel. Humidity (%) 50
Ground Absorption G 0.35
Wind Speed for Dir. (#(Unit.SPEED)) 3.0
Roads (TNM)
Railways (Schall 03 (1990))
Strictly acc. to Schall 03 / Schall-Transrapid
Aircraft (???)
Strictly acc. to AzB
Eilar Associates, Inc.
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
S201010 -Roosevelt and Pine -Current Model
Roads
Name M. ID Lme Count Data exact Count Data Speed Limit scs Surface Gradient Mull. Reflection
Day Evening Night DlV Sir.class. M p (%) Auto Truck Dist. Dstro Type Drefl Hbuild Dist.
(dBA) (dBA) (dBA) Day Evening Night Day Evening Night (km/h) (km/h) (dB) (%) (dB) (m) (m)
Roosevelt Street R 1 54.0 0.0 0.0 515.0 0.0 0.0 1.0 0.0 0.0 40 6.1 0.0 1 0.0 0.0
Pine Avenue R 2 52.2 0.0 0.0 64.0 0.0 0.0 1.0 0.0 0.0 40 7.32 0.0 1 0.0 0.0
G Road
Name Height Coordinates Dist LSlope
Begin End X y z Ground (m) (%)
(m) (m) (m) (m) (m) (m)
Roosevelt Street 0.00 r 266.16 222.09 0.00 0.00
264.08 21.38 0.00 0.00
Pine Avenue 0.00 r 206.37 189.46 0.00 0.00
372.72 189.46 0.00 0.00
Eilar Associates, Inc.
I I
S201010 -Roosevelt and Pine -Future Model
Eilar Associates, Inc.
210 South Juniper Street, Suite 100
Escondido, California 92025-4230
Phone: (760) 738-5570
Date: 29 Oct 2020
Confiouration
Parameter Value
General
Country (user defined)
Max. Error (dB) 0.00
Max. Search Radius (#(Unit.LEN)) 2000.00
Min. Dist Src to Rcvr 0.00
Partition
Raster Factor 0.50
Max. Length of Section (#(Unit.LEN)) 1000.00
Min. Length of Section (#(Unit.LEN)) 1.00
Min. Length of Section (%) 0.00
Proj. Line Sources On
Proj. Area Sources On
Ref. Time
Reference Time Day (min) 960.00
Reference Time Night (min) 480.00
Daytime Penaltv (dB) 0.00
Recr. Time Penalty (dB) 6.00
Night-time Penalty (dB) 10.00
DTM
Standard Height (m) 0.00
Model of Terrain Triangulation
Reflection
max. Order of Reflection 0
Search Radius Src 100.00
Search Radius Rcvr 100.00
Max. Distance Source -Rcvr 1000.00 1000.00
Min. Distance Rvcr -Reflector 1.00 1.00
Min. Distance Source -Reflector 0.10
Industrial (ISO 9613)
Lateral Diffraction some Obj
Obsl within Area Src do not shield On
Screening Exel. Ground All over Barrier
Dz with limit (20/25)
Barrier Coefficients C 1,2,3 3.0 20.0 0.0
Temperature (#(Unit.TEMP)) 20
rel. Humidity(%) 50
Ground Absorption G 0.35
Wind Speed for Dir. (#(Unit.SPEED)) 3.0
Roads (TNM)
Railways (Schall 03 (1990))
Strictly acc. to Schall 03 / Schall-Transrapid
Aircraft (???)
Strictly acc. to AzB
Eilar Associates, Inc.
I I I I I I I I I I I I I I I I I I J I I I I I I I I I I I J I I I t I
I I • I I I I t I I I t I I I t I I I I I I I I I I I I I I I I I I I I I I
S201010 -Roosevelt and Pine -Future Model
Roads
Name M. ID Lme Count Data exact Count Data Speed Limit scs Surface Gradient Mull. Reflection
Day Evening Night DTV Sir.class. M p (%) Auto Truck Dist. Dstro Type Drefl Hbuild Dist.
(dBA) (dBA) (dBA) Day Evening Night Day Evening Night (km/h) (km/h) (dB) (%) (dB) (m) {m)
Roosevelt Street R 1 51.4 0.0 0.0 285.0 0.0 0.0 1.0 0.0 0.0 40 6.1 0.0 1 0.0 0.0
Pine Avenue R2 53.7 0.0 0.0 92.0 0.0 0.0 1.0 0.0 0.0 40 7.32 0.0 1 0.0 0.0
G Road
Name Height Coordinates Dist LSlope
Begin End X y z Ground (m) (%)
(m) {m) (m) (m) (m) (m)
Roosevelt Street 0.00 r 266.16 222.09 0.00 0.00
264.08 21.38 0.00 0.00
Pine Avenue 0.00 r 206.37 189.46 0.00 0.00
372.72 189.46 0.00 0.00
Eilar Associates, Inc.
I I
S20101 O -Roosevelt and Pine -Outdoor Use Area Model
Eilar Associates, Inc.
210 South Juniper Street, Suite 100
Escondido, California 92025-4230
Phone: (760) 738-5570
Date: 29 Oct 2020
Calculation Conti
Configuration
Parameter Value
General
Country (user defined)
Max. Error (dB) 0.00
Max. Search Radius (#(Unit.LEN)) 2000.00
Min. Dist Src to Rcvr 0.00
Partition
Raster Factor 0.50
Max. Length of Section (#(Unit.LEN)) 1000.00
Min. Length of Section (#(Unit.LEN)) 1.00
Min. Length of Section(%) 0.00
Proj. Line Sources On
Proj. Area Sources On
Ref. Time
Reference Time Day (min) 960.00
Reference Time Night (min) 480.00
Daytime Penalty (dB) 0.00
Recr. Time Penalty (dB) 6.00
Night-time Penalty (dB) 10.00
DTM
Standard Height (m) 0.00
Model of Terrain Triangulation
Reflection
max. Order of Reflection 0
Search Radius Src 100.00
Search Radius Rcvr 100.00
Max. Distance Source -Rcvr 1000.00 1000.00
Min. Distance Rvcr -Reflector 1.00 1.00
Min. Distance Source -Reflector 0.10
Industrial (150 9613)
Lateral Diffraction some Obj
Obst within Area Src do not shield On
Screening Exd. Ground Att. over Barrier
Dz with limit (20/25)
Barrier Coefficients C1 ,2,3 3.0 20.00.0
Temperature (#(Unit.TEMP)) 20
rel. Humidity (%) 50
Ground Absorption G 0.35
Wind Speed for Dir. (#(Unit.SPEED)) 3.0
Roads(TNM)
Railways (Schall 03 (1990))
Strictly acc. to Schall 03 / Schall-Transrapid
Aircraft (???)
Strictly acc. to AzB
Eilar Associates, Inc.
I I I I I I I I I I I I I I I I f I I I I I I I I I I I I I I I I I I I
I I I I I I I I • I I I I I I I I I I I I I I I I I I I I I I I I I I t I I
S20101 O -Roosevelt and Pine -Outdoor Use Area Model
Receivers
Name M. ID Level Lr Limit. Value Land Use Height Coordinates
Day Night Day Night Type Auto Noise Type X y z
(dBA) (dBA) (dBA) (dBA) (m) (m) (m) (m)
OU1-1 59.4 49.8 0.0 0.0 X Total 1.52 r 280.61 177.71 1.52
OU1-2 59.5 51.0 0.0 0.0 X Total 4.57 r 280.61 177.71 4.57
OU2-1 58.5 49.0 0.0 0.0 X Total 1.52 r 290.20 177.66 1.52
OU2-2 58.6 49.5 0.0 0.0 X Total 4.57 r 290.20 177.66 4.57
OU3-1 58.1 48.2 0.0 0.0 X Total 1.52 r 305.62 177.66 1.52
OU3-2 58.1 48.7 0.0 0.0 X Total 4.57 r 305.62 177.66 4.57
OU4-1 57.9 47.8 0.0 0.0 X Total 1.52 r 315.18 177.60 1.52
OU4-2 57.9 48.2 0.0 0.0 X Total 4.57 r 315.18 177.60 4.57
OU5 55.5 53.8 0.0 0.0 X Total 11.58 r 282.58 173.44 11.58
OU6 54.1 52.6 0.0 0.0 X Total 11.58 r 292.12 173.48 11.58
OU7 53.3 51.8 0.0 0.0 X Total 11.58 r 303.75 173.52 11.58
OU8 52.9 50.7 0.0 0.0 X Total 11.58 r 313.38 173.61 11.58
Eilar Associates, Inc.
S201010 -Roosevelt and Pine -Outdoor Use Area Model
Line Sources
Name M. ID Result. PWL Result. PWL' Lw/Li Correction Sound Reduction Attenuation Operating Time KO Freq. Direct. Moving Pt Src
Day IEveningl Night Day IEveningl Night TypelValuel norm. Day I Evening I Night R I Area Day I Special I Night Number ISpeed
(dBA) I (dBA) I (dBA) (dBA) I (dBA) I (dBA) I ldB(A) dB(A) I dB(A) I dB(A) I (m•) (min) I (min) I (min) (dB) (Hz) Day IEveningl Night l(km/h)
Train + 117.91 117.91 117.9 95.0I 95.0I 95.o Lw I L1 I 0.01 0.01 0.0 I I I 0.0 (none) I I I
G Line S
Name Height Coordinates
Begin End X y z Ground
(m) (m) (m) (m) (m) (m)
Train 2.00 r 72.73 220.90 2.00 0.00
74.23 23.38 2.00 0.00
Eilar Associates, Inc.
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
S201010 -Roosevelt and Pine -Outdoor Use Area Model
Roads
Name M. ID Lme Count Data exact Count Data Speed Limit scs Surface Gradient Mult. Reflection
Day Evening Night DTV Str.class. M p(%) Auto Truck Dist. Dstro Type Drefl Hbuild Dist.
(dBA) (dBA) (dBA) Day Evening Night Day Evening Night (km/h) (km/h) (dB) (%) (dB) (m) (m)
Roosevelt Street + R 1 54.0 0.0 0.0 515.0 0.0 0.0 1.0 0.0 0.0 40 6.1 0.0 1 0.0 0.0
Pine Avenue + R 2 53.7 0.0 0.0 92.0 0.0 0.0 1.0 0.0 0.0 40 7.32 0.0 1 0.0 0.0
Name Height Coordinates Dist LSlope
Begin End X y z Ground (m) (%)
(m) (m) (m) (m) (m) (m)
Roosevelt Street 0.00 r 266.16 222.09 0.00 0.00
264.08 21.38 0.00 0.00
Pine Avenue 0.00 r 206.37 189.46 0.00 0.00
372.72 189.46 0.00 0.00
Eilar Associates, Inc.
S201010-Roosevelt and Pine -Outdoor Use Area Model
Build' mus
Name M. ID RB Residents Absorption Height
Begin
(m)
X 0 10.00 r
X 0 4.00 r
X 0 6.00 r
X 0 6.00 r
X 0 10.36 r
Geometrv -Build.
Name M. ID RB Residents Absorption Height Coordinates
Begin X y z Ground
(m) (m) (m) (m) (m)
X 0 10.00 r 106.76 146.57 10.00 0.00
187.11 145.57 10.00 0.00
186.11 63.23 10.00 0.00
104.10 62.73 10.00 0.00
X 0 4.00 r 151.66 189.52 4.00 0.00
165.60 189.49 4.00 0.00
165.62 165.35 4.00 0.00
151.65 165.32 4.00 0.00
X 0 6.00 r 143.86 201.66 6.00 0.00
143.36 218.83 6.00 0.00
192.70 218.66 6.00 0.00
192.20 189.49 6.00 0.00
175.53 189.49 6.00 0.00
175.69 201.33 6.00 0.00
X 0 6.00 r 219.46 176.31 6.00 0.00
248.83 176.44 6.00 0.00
248.91 162.10 6.00 0.00
219.27 162.44 6.00 0.00
X 0 10.36 r 278.95 177.25 10.36 0.00
316.87 177.23 10.36 0.00
316.87 169.19 10.36 0.00
278.99 169.19 10.36 0.00
Eilar Associates, Inc.
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
I I I I I I I I I I J I I I I I I I I I I I I I I I I I I I I I I I I I I t
S201010 -Roosevelt and Pine -Outdoor Use Area Model
Name ID Type Oktave Spectrum (dB) Source
Weight.I 31.5 I 63 I 125 I 250 I 500 11000 I 2000 J 4000 I aooo I A I tin
Train L1 Lw(c) A I I I111.4J 104.9J 111.3l 111.5I 110.1I101.5I I111.9J 12a.1 HUD/Typ Spectrum
Eilar Associates, Inc.
I I
S20101 O -Roosevelt and Pine -Building Facade Model
Eilar Associates, Inc.
210 South Juniper Street, Suite 100
Escondido, California 92025-4230
Phone: (760) 738-5570
Date: 29 Oct 2020
Calcu1··· Conti
Configuration
Parameter Value
General
Country (user defined)
Max. Error (dB) 0.00
Max. Search Radius (#(Unit,LEN)) 2000.00
Min. Dist Src to Rcvr 0.00
Partition
Raster Factor 0.50
Max. Length of Section (#(Unit,LEN)) 1000.00
Min. Length of Section (#(Unit,LEN)) 1.00
Min. Length of Section (%) 0.00
Proj. Line Sources On
Proj. Area Sources On
Ref. Time
Reference Time Day (min) 960.00
Reference Time Night (min) 480.00
Daytime Penalty (dB) 0.00
Recr. Time Penalty (dB) 6.00
Night-time Penalty (dB) 10.00
DTM
Standard Height (m) 0.00
Model of Terrain Triangulation
Reflection
max. Order of Reflection 0
Search Radius Src 100.00
Search Radius Rcvr 100.00
Max. Distance Source -Rcvr 1000.00 1000.00
Min. Distance Rvcr -Reflector 1.00 1.00
Min. Distance Source -Reflector 0.10
Industrial (ISO 9613)
Lateral Diffraction some Obj
Obst. within Area Src do not shield On
Screening Exd. Ground Att. over Barrier
Dz with limit (20/25)
Barrier Coefficients C 1,2,3 3.0 20.0 0.0
Temperature (#(Unit,TEMP)) 20
rel. Humidity(%) 50
Ground Absorption G 0.35
Wind Speed for Dir. (#(Unit.SPEED)) 3.0
Roads(TNM)
Railways (Schall 03 (1990))
Strictly acc. to Schall 03 / Schall-T ransrapid
Aircraft (???)
Strictly acc. to AzB
Eilar Associates, Inc.
I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I J I I I I I
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I t
S201010 -Roosevelt and Pine -Building Facade Model
Receivers
Name M. ID Level Lr Limit. Value Land Use Height Coordinates
Day Night Day Night Type Auto Noise Type X y z
(dBA) (dBA) (dBA) (dBA) (m) (m) (m) (m)
F1-2 F1 58.4 49.3 0.0 0.0 X Total 4.57 r 297.44 177.97 4.57
F1-3 F1 57.9 49.9 0.0 0.0 X Total 7.62 r 297.44 177.97 7.62
F2-1 F2 52.6 37.4 0.0 0.0 X Total 1.52 r 317.50 173.09 1.52
F2-2 F2 53.1 37.4 0.0 0.0 X Total 4.57 r 317.50 173.09 4.57
F2-3 F2 52.7 38.3 0.0 0.0 X Total 7.62 r 317.50 173.09 7.62
F3-1 F3 50.2 46.2 0.0 0.0 X Total 1.52 r 298.18 168.73 1.52
F3-2 F3 51.5 47.7 0.0 0.0 X Total 4.57 r 298.18 168.73 4.57
F3-3 F3 52.5 49.3 0.0 0.0 X Total 7.62 r 298.18 168.73 7.62
F4-1 F4 58.9 50.0 0.0 0.0 X Total 1.52 r 278.33 173.04 1.52
F4-2 F4 59.3 51.3 0.0 0.0 X Total 4.57 r 278.33 173.04 4.57
F4-3 F4 59.0 52.1 0.0 0.0 X Total 7.62 r 278.33 173.04 7.62
Eilar Associates, Inc.
S201010 -Roosevelt and Pine -Building Facade Model
Line Sources
Name M. ID Result PWL Result. PWL' Lw/Li Correction Sound Reduction Attenuation Operating Time KO Freq. Direct. Moving Pl Src
Day IEveningl Night Day I Evening I Night TypelValuel norm. Day I Evening I Night R I Area Day I Special! Night Number !Speed
{dBA) I (dBA) I (dBA) (dBA) I (dBA) I (dBA) I ldB{A) dB(A) I dB(A) I dB(A) I (m2) (min) I (min) I (min) (dB) (Hz) Day I Evening I Night l(km/h)
Train 117.91 117.91117.9 95.ol 95.ol 95.o Lw I L1 I 0.01 0.01 0.0 I I I 0.0 (none) I I I
G Line S
Name Height Coordinates
Begin End X y z Ground
{m) {m) {m) {m) (m) {m)
Train 2.00 r 72.73 220.90 2.00 0.00
74.23 23.38 2.00 0.00
Eilar Associates, Inc.
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I t I I I I I I I I
I I I I I I I I I I t I I I I I I I I I I I I I I I I I I I I I I I I I I I
S201010-Roosevelt and Pine -Building Facade Model
Roads
Name M. ID Lme Count Data exact Count Data Speed Limit SGS Surface Gradient Mull. Reflection
Day Evening Night DlV Sir.class. M p (%) Auto Truck Dist. Dstro Type Drefl Hbuild Dist.
(dBA) (dBA) (dBA) Day Evening Night Day Evening Night (km/h) (km/h) (dB) (%) (dB) (m) {m)
Roosevelt Street + R 1 54.0 0.0 0.0 515.0 0.0 0.0 1.0 0.0 0.0 40 6.1 0.0 1 0.0 0.0
Pine Avenue + R 2 53.7 0.0 0.0 92.0 0.0 0.0 1.0 0.0 0.0 40 7.32 0.0 1 0.0 0.0
Road
Name Height Coordinates Dist LSlope
Begin End X y z Ground (m) (%)
(m) (m) (m) (m) (m) (m)
Roosevelt Street 0.00 r 266.16 222.09 0.00 0.00
264.08 21.38 0.00 0.00
Pine Avenue 0.00 r 206.37 189.46 0.00 0.00
372.72 189.46 0.00 0.00
Eilar Associates, Inc.
S201010 -Roosevelt and Pine -Building Facade Model
Build' lnCS
Name M. ID RB Residents Absorption Height
Begin
{m)
X 0 10.00 r
X 0 4.00 r
X 0 6.00 r
X 0 6.00 r
X 0 10.36 r
Geometry -Build"
Name M. ID RB Residents Absorption Height Coordinates
Begin X y z Ground
{m) {m) {m) {m) {m)
X 0 10.00 r 106.76 146.57 10.00 0.00
187.11 145.57 10.00 0.00
186.11 63.23 10.00 0.00
104.10 62.73 10.00 0.00
X 0 4.00 r 151.66 189.52 4.00 0.00
165.60 189.49 4.00 0.00
165.62 165.35 4.00 0.00
151.65 165.32 4.00 0.00
X 0 6.00 r 143.86 201.66 6.00 0.00
143.36 218.83 6.00 0.00
192.70 218.66 6.00 0.00
192.20 189.49 6.00 0.00
175.53 189.49 6.00 0.00
175.69 201.33 6.00 0.00
X 0 6.00 r 219.46 176.31 6.00 0.00
248.83 176.44 6.00 0.00
248.91 162.10 6.00 0.00
219.27 162.44 6.00 0.00
X 0 10.36 r 278.95 177.25 10.36 0.00
316.87 177.23 10.36 0.00
316.87 169.19 10.36 0.00
278.99 169.19 10.36 0.00
Eilar Associates, Inc.
I I I I I I I I I I I I I I I I I I I I I I I I I I I .I I I I I I I I I I I
I I I I I I I I I • I I I I I I I I I I I I I I I I I I I J I I I I I I I I
S201010 -Roosevelt and Pine -Building Facade Model
s
Name ID Type Oktave Spectrum (dB) Source
Weight.I 31.5 I 63 I 125 I 250 I 500 11000 I 2000 I 4000 I 8000 I A I lin
Train L1 Lw(c) A I I I 111.4I104.9I111.3I111.5I110.7I107.5I I 117.9I128.1 HUD!Typ Spectrum
Eilar Associates, Inc.