HomeMy WebLinkAboutGPA 2019-0001; Chick-fil-A; Acoustical Analysis Report; 2020-08-06
APPENDIX G
ACOUSTICAL ANALYSIS REPORT
ACOUSTICAL ANALYSIS REPORT
Chick-fil-A – I-5 & Palomar Airport Rd
5850 Avenida Encinas
Carlsbad, California
Prepared For
Chick-fil-A, Inc.
Attention: Jennifer Daw
15635 Alton Parkway, Suite 350
Irvine, California 92618
Phone: 404-305-4834
Prepared By
Eilar Associates, Inc.
Acoustical & Environmental Consulting
210 South Juniper Street, Suite 100
Escondido, California 92025
www.eilarassociates.com
Phone: 760-738-5570
Fax: 760-738-5227
Job #S190205.2
August 6, 2020
TABLE OF CONTENTS
Page
1.0 EXECUTIVE SUMMARY 1
2.0 INTRODUCTION 2
2.1 Project Description
2.2 Project Location
2.3 Applicable Noise Regulations
3.0 ENVIRONMENTAL SETTING 4
3.1 Existing Noise Environment
3.2 Future Noise Environment
4.0 METHODOLOGY AND EQUIPMENT 8
4.1 Methodology
4.2 Measurement Equipment
5.0 IMPACTS AND MITIGATION 12
5.1 Exterior
5.2 Interior
5.3 Permanent Project-Related Noise Impacts
5.4 Temporary Construction Noise Impacts
5.5 CEQA Significance Determination
6.0 CONCLUSION 19
7.0 CERTIFICATION 20
8.0 REFERENCES 21
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FIGURES
1. Vicinity Map
2. Assessor’s Parcel Map
3. Satellite Aerial Photograph
4. Topographic Map
5. Site Plan Showing Railway Noise Contours
6. Site Plan Showing Current Combined CNEL Contours and Noise Measurement Location
7. Site Plan Showing Future Combined CNEL Contours and Noise Measurement Location
8. Site Plan Showing Worst-Case Outdoor Use and Facade Receiver Locations
9. Site Plan Showing Mechanical Equipment Noise Contours
APPENDICES
A. Project Plans
B. Pertinent Sections of the City of Carlsbad Noise Element to the General Plan, Noise
Guidelines Manual and CALGreen Code
C. Railway Noise Calculations
D. Cadna Analysis Data and Results
E. Sound Insulation Prediction Results
F. Exterior-to-Interior Noise Analysis
G. Manufacturer Data Sheets
H. Pertinent Sections of Transportation Impact Analysis
I. Temporary Construction Noise Calculations
J. Temporary Construction Vibration Calculations
K. Recommended Products
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1.0 EXECUTIVE SUMMARY
The proposed project, Chick-fil-A – I-5 & Palomar Airport Rd, consists of the demolition of an
existing commercial office building and the construction of a new fast-food restaurant. The project
site is located at 5850 Avenida Encinas in the City of Carlsbad, California.
The City of Carlsbad requires that commercial developments demonstrate compliance with the
requirements of the Carlsbad Noise Element to the General Plan and the Noise Guidelines Manual.
The Noise Element requires that exterior noise levels do not exceed 65 CNEL for commercial
spaces. Calculations demonstrate that noise impacts at the outdoor patio of the restaurant are
anticipated to be less than 65 CNEL as currently designed.
Additionally, the City of Carlsbad Noise Element to the General Plan requires that commercial
developments have interior noise levels of 50 CNEL or less. Likewise, the California Green
Building Standards Code (known as CALGreen) also requires interior noise levels of 50 dBA or less
during any hour of operation. Calculations show that with the proposed exterior wall assembly and
standard commercial glazing, interior noise levels of 50 CNEL or less can be achieved, and
therefore, the project is expected to comply with City of Carlsbad and State of California noise
regulations as currently designed.
Noise from the anticipated mechanical equipment on site has been calculated to determine if
specific project design features are necessary to reduce the noise impacts to be compliant with
applicable limits. Noise limits specified within the City of Carlsbad Noise Element to the General
Plan must be met at neighboring noise-sensitive property lines. Calculations show that noise levels
from the mechanical equipment will be in compliance with the City of Carlsbad noise limits. No
project design features are deemed necessary to control project-generated noise impacts from
mechanical equipment. Project-generated traffic noise is also expected to be less than significant.
The City of Carlsbad does not provide noise limits for temporary construction activity at surrounding
noise-sensitive property lines; however, the hours during which construction activity can take place
are limited by the Municipal Code. Construction is prohibited after 6 p.m. and before 7 a.m.
Monday through Friday and before 8 a.m. on Saturdays. Construction is also prohibited on
Sundays and federal holidays. Though it is not required by regulations, the general good practice
construction noise control methods listed herein should be followed, as a courtesy to surrounding
properties. With operating hours limited to those allowable in the City of Carlsbad and standard
good practice construction noise control measures followed, temporary construction noise and
vibration are expected to be less than significant.
The proposed project is not expected to result in any potentially significant noise impacts by the
standards of the California Environmental Quality Act (CEQA). Noise impacts are summarized in
Section 5.5.
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2.0 INTRODUCTION
This acoustical analysis report is submitted to satisfy the noise requirements of the City of Carlsbad
and the State of California. Its purpose is to assess interior and exterior noise impacts to the
project site from transportation noise sources to determine if mitigation is necessary to reduce these
noise impacts to comply with the applicable noise regulations of the City of Carlsbad Noise Element
to the General Plan and Noise Guidelines Manual, and the California Green Building Standards
Code (CALGreen). In addition, this report assesses noise impacts from potential project-related
noise sources, such as mechanical equipment and project-generated traffic, as well as temporary
construction noise. This analysis aims to determine if additional project design features are
necessary and feasible to reduce these impacts to comply with the applicable noise regulations of
the City of Carlsbad Noise Element to the General Plan and Municipal Code. Potential impacts will
also be assessed for significance per the California Environmental Quality Act (CEQA).
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, LDN, 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. 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.
Sound pressure is the actual noise experienced by a human or registered by a sound level
instrument. When sound pressure is used to describe a noise source, the distance from the noise
source must be specified in order to provide complete information. Sound power, on the other
hand, is a specialized analytical metric to provide information without the distance requirement, but
it may be used to calculate the sound pressure at any desired distance.
2.1 Project Description
The proposed project, Chick-fil-A – I-5 & Palomar Airport Rd, consists of the demolition of an
existing commercial office building and the construction of a new fast-food restaurant. The project
will include a dining room, service area, kitchen, restrooms, office, and other associated spaces. It
is anticipated that the hours of operation for the restaurant will be 6 a.m. to 12 a.m., Monday
through Saturday. For additional project details, please refer to the project plans provided in
Appendix A.
2.2 Project Location
The subject property is located at 5850 Avenida Encinas in the City of Carlsbad, California. The
Assessor’s Parcel Numbers are 210-170-08 and 210-170-09. The site is currently occupied by a
commercial office building. For a graphical representation of the site, please refer to the Vicinity
Map, Assessor’s Parcel Map, Satellite Aerial Photograph, and Topographic Map, provided as
Figures 1 through 4, respectively.
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2.3 Applicable Noise Regulations
The City of Carlsbad requires that commercial developments demonstrate compliance with the
requirements of the Carlsbad Noise Element to the General Plan and the Noise Guidelines Manual.
The Noise Element requires that interior noise levels do not exceed 50 CNEL and exterior noise
levels do not exceed 65 CNEL for commercial spaces. The City of Carlsbad Noise Guidelines
Manual states that interior noise levels of commercial buildings must not exceed 55 dBA. As the
Noise Element regulations are more stringent than those of the Noise Guidelines Manual, the Noise
Element requirement for interior noise levels not exceeding 50 CNEL have been applied to this
project. Pertinent sections of the Noise Element to the General Plan are provided as Appendix B.
The State of California requires that commercial developments demonstrate compliance with the
requirements of the California Green Building Standards Code (known as CALGreen). CALGreen
states that, if noise level readings of 65 dBA LEQ or greater are documented at the proposed project
site, the project must either (a) incorporate wall and roof/ceiling assemblies with a composite STC
rating of at least 50 and exterior windows with an STC 40, or (b) provide an acoustical analysis
documenting interior noise levels do not exceed 50 dBA in occupied areas during any hour of
operation. This report provides the performance method analysis described in Item (b). Pertinent
sections of the CALGreen Code are provided as Appendix B.
The City of Carlsbad Noise Element to the General Plan provides noise standards for non-
transportation noise sources such as mechanical equipment. As measured from the property line of
noise-sensitive receivers, non-transportation noise sources must not exceed 55 dB LEQ between the
hours of 7 a.m. and 10 p.m, and 45 dB LEQ between the hours of 10 p.m. and 7 a.m. Currently,
there are no noise-sensitive receivers within the vicinity of the project site. According to the
Carlsbad Noise Element to the General Plan, noise-sensitive uses include schools, hospitals,
places of worship, and residences. As all surrounding properties are zoned as either Commercial
Tourist (C-T) or Planned Industrial (P-M), they are not considered to be noise-sensitive receivers,
and no noise limits would apply in these locations. To determine the compatibility of the proposed
project with the city noise exposure guidelines, the noise compatibility matrix was used. The City of
Carlsbad Noise Element to the General Plan states that exterior noise levels at commercial uses
should not exceed 70 dBA DNL. As DNL is typically used to measure transportation noise, a noise
limit of 70 dBA LEQ was applied to surrounding property lines.
The City of Carlsbad Municipal Code also contains general requirements for temporary construction
noise impacts. The City of Carlsbad prohibits construction activity after 6 p.m. and before 7 a.m.
Monday through Friday and before 8 a.m. on Saturdays. Construction is also prohibited on
Sundays and federal holidays. During permissible hours of operation, the City does not have a
noise limit with which construction noise must comply.
Pertinent sections of the City of Carlsbad Noise Element to the General Plan are provided as
Appendix B.
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3.0 ENVIRONMENTAL SETTING
3.1 Existing Noise Environment
The primary noise source in the vicinity of the project site is traffic noise from Interstate 5, Avenida
Encinas, and Palomar Airport Road, 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 630 feet
from the western property line of the site. Based on the current schedules for Amtrak and Coaster,
approximately 48 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 three 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 58 CNEL at the center of the project site, without
considering any shielding provided by intervening structures. With shielding taken into account, the
noise impact at the center of the project site is expected to drop to approximately 54 CNEL.
Railway noise contours considering intervening structures were calculated for the site, and it was
determined that noise impacts would range from approximately 53 CNEL to 55 CNEL at the 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.
Railway noise contours are shown graphically in Figure 5. Please refer to Appendix C for additional
information.
3.1.2 Roadway Traffic Noise
Current and future traffic volumes are given based on information from the San Diego Association
of Governments (SANDAG) Transportation Data, Series 12 Transportation Forecast Information
Center, and Caltrans Traffic Counts. Additional information has been obtained from the Caltrans
Traffic Census (see reference).
Interstate 5 is a nine-lane, two-way Freeway running north-south to the east of the project site. The
posted speed limit is 65 mph. According to traffic count data, Interstate 5 carries a traffic volume of
approximately 198,000 Average Daily Trips (ADT) as of the year 2016. There is also a southbound
ramp that carries approximately 11,600 ADT as of the year 2017.
Avenida Encinas is a four-lane, two-way roadway running generally north-south along the west
boundary of the project site. The posted speed limit is 40 mph. Traffic counts showed a volume of
approximately 7,500 ADT in the year 2008.
Palomar Airport Road is a six-lane, two-way roadway running generally east-west to the south of
the project site. The posted speed limit is 45 mph. Traffic counts showed a volume of
approximately 28,800 ADT in the year 2008.
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Vehicle mix information was provided by Caltrans for Interstate 5. Interstate 5 is expected to carry
1.9% medium trucks and 2.9% heavy trucks. Vehicle mix information was not available for Avenida
Encinas or Palomar Airport Road; however, based on observations made on site, surrounding land
uses, and professional experience, Avenida Encinas and Palomar Airport Road are assumed to
carry approximately 2% medium trucks and 1% heavy trucks.
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
Roadway Name
Speed
Limit
(mph)
Vehicle Mix (%)
Current ADT (Year) Future ADT
(2035) Medium
Trucks
Heavy
Trucks
Interstate 5 65 1.9% 2.9% 198,000 (2016) 226,800
Interstate 5 Southbound
Ramp 30 1.9% 2.9% 11,600 (2017) 8,800
Avenida Encinas 40 2.0% 1.0% 7,500 (2008) 6,700
Palomar Airport Road 45 2.0% 1.0% 28,800 (2008) 24,300
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 67 and 77 CNEL.
Combined railway and traffic noise levels are detailed in Section 5.0. For a graphical representation
of traffic noise contours, please refer to Figure 6: Site Plan Showing Current Combined CNEL
Contours and Noise Measurement Location.
3.1.3 Measured Noise Level
An on-site inspection and traffic noise measurement were made on the afternoon of Wednesday,
February 20, 2019. The weather conditions were as follows: cloudy skies, high humidity, and
temperature in the low 50s with winds at 13 mph. A noise measurement was made to the west of
the project site, approximately 34 feet from the Avenida Encinas center median. 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 Avenida Encinas were
recorded for automobiles, medium-size trucks, and large trucks during the measurement period.
After a 10-minute sound level measurement, paused for helicopter, train, and delivery truck noise,
no changes in the LEQ were observable and results were recorded. The measured noise level and
related weather conditions are found in Table 2, and the noise measurement location is shown in
Figures 6 and 7.
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Table 2. On-Site Noise Measurement Conditions and Results
Date Wednesday, February 20, 2019
Time 1:30 p.m. – 1:48 p.m.
Conditions Cloudy skies, wind at 13 mph,
temperature in the low 50s with high humidity
Measured Noise Level 65.4 dBA LEQ
3.1.4 Calculated Noise Level
Noise levels were calculated for the site using the methodology described in Section 4.1.2. 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 65.4 dBA LEQ at the west property line was compared to the calculated
(modeled) noise level of 65.6 dBA LEQ 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
34’ from Avenida Encinas CL 65.6 dBA LEQ 65.4 dBA LEQ 0.2 dB None Applied
3.2 Future Noise Environment
3.2.1 Future Transportation Noise
The future on-site noise environment will be the result of the same traffic and railway noise sources.
Future train noise is not expected to change significantly, and therefore, was modeled as described
above. The future (year 2035) traffic volumes for surrounding roadways were provided by
SANDAG.
The traffic volumes of Interstate 5 northbound and southbound are estimated to increase to 118,500
and 108,300 ADT, respectively, by the year 2035 and include the addition of three new High-
Occupancy Vehicle (HOV) lanes. The future traffic noise model reflects this addition. The traffic
volume of the Interstate 5 southbound ramp is expected to decrease to 8,800 ADT by the year
2035. The traffic volumes of Avenida Encinas and Palomar Airport Road are estimated to decrease
to 6,700 ADT and 24,300 ADT, respectively by the year 2035. The roadway alignment and roadbed
grade elevations are expected to remain the same for these sections of roadways.
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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.
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 increase slightly to be
between 68 and 79 CNEL. Combined railway and traffic noise levels are detailed in Section 5.0.
For a graphical representation of traffic noise contours, please refer to Figure 7: Site Plan Showing
Future Combined CNEL Contours and Noise Measurement Location.
3.2.2 Mechanical Equipment On-Site
The primary sources of noise generated by the proposed project are anticipated to be the proposed
HVAC equipment and truck deliveries.
It is anticipated that HVAC equipment will be roof-mounted on the buildings. Sound power levels
have been provided by the manufacturer in octave band values and a sound rating value and are
shown in Table 4. Manufacturer data sheets have been provided as Appendix G.
Table 4. Sound Power Levels of HVAC Equipment
Source Sound Power at Octave Band Frequency (dBA) Total
(dBA) 125 250 500 1K 2K 4K 8K
Lennox LGH300S4B 79 84 88 89 85 82 73 94
Lennox LGH150H4B 75 81 87 85 80 74 70 90
Loren Cook 150
CPS 72 78 70 64 66 60 51 74
Truck loading and unloading activity is also anticipated to generate noise on the project site. In
order to approximate noise from this source, noise levels measured for a previous study conducted
by Eilar Associates were implemented into the Cadna noise model (see Section 4.1). The previous
noise measurement was performed at an operational Henry’s grocery store. The noise
measurement was performed at a distance of 15 feet from an operational refrigerated truck (both
engine and refrigeration unit running) and was one minute in duration. In order to determine worst-
case noise levels at surrounding property lines, the LMAX of this noise measurement was input into
the noise model (rather than the average noise level, or LEQ) in order to evaluate operational noise
levels of the refrigerated truck maneuvering in the parking lot with its refrigeration unit running.
Noise measurement data is shown in Table 5.
Table 5. Sound Pressure Level of Operational Refrigerated Truck, at 15 feet
Source Sound Pressure Level at Octave Band Frequency (dB) Total
LMAX
(dBA) 63 125 250 500 1K 2K 4K 8K
Refrigerated Truck 90.8 84.8 79.9 81.3 80.0 76.8 71.6 66.0 84.1
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Operational mechanical noise levels have been calculated for the project site using the above
information. Results of this analysis are provided in Section 5.3.1.
3.2.3 Project-Generated Traffic
Project-generated traffic for this project was analyzed by Linscott, Law & Greenspan, Engineers in a
Traffic Impact Analysis dated July 12, 2019. According to data obtained from the traffic study, it is
estimated that worst-case peak hour traffic at the driveway will be 338 trips during the mid-day peak
hour. This data was incorporated into the analysis to determine worst-case noise exposure at
surrounding receivers. Please refer to Appendix H for pertinent sections of this traffic study.
3.2.4 Temporary Construction Equipment
Although the City of Carlsbad Noise Element to the General Plan does not have a specific noise
limit for temporary construction activity, noise levels of this activity have been disclosed and are
detailed in Section 5.4. Demolition and grading are typically the activities that generate the highest
noise levels, and therefore, these activities are the focus of this brief analysis. Table 6 below shows
typical construction equipment noise levels for pieces of equipment anticipated to be used on site.
Construction equipment noise levels were obtained from the Department for Environment, Food &
Rural Affairs (DEFRA) and duty cycles were obtained from the Federal Highway Administration (see
references).
Table 6. Typical Construction Equipment Noise Levels
Noise Source Duty Cycle (%) Calculated Noise Level (LMAX)
at 50 feet (dBA)
Dozer 40 76
Excavator 40 72
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, 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
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grades, and vehicle speeds. This information is subsequently verified using available maps and
records.
4.1.2 Roadway Noise Calculation
The Traffic Noise Model (TNM) calculation protocol in Cadna Version 2019 (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 this 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, 6.5% 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 1 p.m. and 2 p.m. in the vicinity of the
project site.
4.1.3 Railway Noise Calculations
The railway noise analysis is accomplished using CREATE noise model and Cadna Version 2019
(see references). 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 an average 24-hour day, the fraction of trains that operate
during the night, 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 nearby crossings where
train whistles or horns are sounded. Results from CREATE are given at a single point, and
therefore, Cadna is used in order to calculate noise impacts over the entire project site. Cadna
(Computer Aided Noise Abatement) is a model-based computer program developed by DataKustik
for predicting noise impacts in a wide variety of conditions. Cadna assists in the calculation,
presentation, assessment, and mitigation of noise exposure. It allows for the input of project
information such as noise source data, barriers, structures, and topography to create a detailed
model and uses the most up-to-date calculation standards to predict outdoor noise impacts.
4.1.4 Exterior-to-Interior Noise Analysis
The City of Carlsbad Noise Element to the General Plan and CALGreen require commercial
buildings to be designed in order to attenuate, control, and maintain average interior noise levels
not greater than 50 CNEL. Contemporary exterior building construction is expected to achieve at
least 15 decibels of exterior-to-interior noise attenuation with windows opened, according to the
U.S. EPA (see reference). As a result, exterior noise levels of more than 65 CNEL often result in
interior conditions that fail to meet the 50 CNEL requirements for occupied space.
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Analysis for the interior noise levels requires consideration of:
• Number of unique assemblies in the wall (doors, window/wall mount air conditioners, sliding
glass doors, and windows)
• Size, number of units, and sound transmission data for each assembly type
• Length of sound impacted wall(s)
• Depth of sound impacted room
• Height of exterior wall of sound impacted room
• Exterior noise level at wall assembly or assemblies of sound impacted room
The Composite Sound Transmission data is developed for the exterior wall(s) and the calculated
noise exposure is converted to octave band sound pressure levels (SPL) for a typical traffic type
noise. The reduction in room noise due to absorption is calculated and subtracted from the interior
octave noise levels, and the octave band noise levels are logarithmically summed to yield the
overall interior room noise level. When interior noise levels exceed 50 CNEL, the noise reduction
achieved by each element is reviewed to determine which changes will achieve the most cost-
effective compliance. Windows are usually the first to be reviewed, followed by exterior doors, and
then exterior walls.
Modeling of wall assemblies is accomplished using INSUL Version 9.0, which is a model-based
computer program, developed by Marshall Day Acoustics for predicting the sound insulation of
walls, floors, ceilings and windows. It is acoustically based on theoretical models that require only
minimal material information that can make reasonable estimates of the sound transmission loss
(TL) and STC for use in sound insulation calculations; such as the design of common party walls
and multiple family floor-ceiling assemblies, etc. INSUL can be used to quickly evaluate new
materials or systems or investigate the effects of changes to existing designs. It models individual
materials using the simple mass law and coincidence frequency approach and can model more
complex assembly partitions. It has evolved over several versions into an easy to use tool and has
refined the theoretical models by continued comparison with laboratory tests to provide acceptable
accuracy for a wide range of constructions. INSUL model performance comparisons with laboratory
test data show that the model generally predicts the performance of a given assembly within 3 STC
points.
4.1.5 Cadna Noise Modeling Software
Modeling of the outdoor noise environment is accomplished using Cadna Version 2019, which is a
model-based computer program developed by DataKustik for predicting noise impacts in a wide
variety of conditions. Cadna (Computer Aided Noise Abatement) assists in the calculation,
presentation, assessment, and alleviation of noise exposure. It allows for the input of project
information such as noise source data, barriers, structures, and topography to create a detailed
model and uses the most up-to-date calculation standards to predict outdoor noise impacts. Noise
standards used by Cadna that are particularly relevant to this analysis include ISO 9613
(Attenuation of sound during propagation outdoors). Cadna provides results that are in line with
basic acoustical calculations for distance attenuation and barrier insertion loss.
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4.1.6 Formulas and Calculations
Decibel Addition
To determine the combined logarithmic noise level of two known noise source levels, the values are
converted to the base values, added together, and then converted back to the final logarithmic
value, using the following formula:
)101010log(10 10/10/210/1 LNLL
CL ++=
where LC = the combined noise level (dB), and
LN = the individual noise sources (dB).
This procedure is also valid when used successively for each added noise source beyond the first
two. The reverse procedure can be used to estimate the contribution of one source when the
contribution of another concurrent source is known and the combined noise level is known. These
methods can be used for LEQ or other metrics (such as LDN or CNEL), as long as the same metric is
used for all components.
Distance Attenuation
Attenuation due to distance is calculated by the equation:
)log(20
1
2
12 D
DSPLSPL−=
where SPL1 = Known sound pressure level at known distance,
SPL2 = Calculated sound pressure level at distance,
D1 = Distance from source to location of known sound pressure level, and
D2 = Distance from source to location of calculated sound pressure level.
This is identical to the more commonly used reference of 6 dB reduction for every doubling of
distance. This equation does not take into account reduction in noise due to atmospheric
absorption.
Hourly LEQ Summation
To determine the hourly average noise levels (LEQ) when the noise is created for less than the full
hour, convert the logarithm values to the base energy value, multiply by the percentage of the hour
that the noise occurs, and then convert the sum back to a logarithmic value. This is done with the
following formula:
)10log(10 10/PL
HEQPL ×=
where PH = the percent or fraction of the hour noise is created, and
LP = the partial hour noise level (dB).
Project-Generated Traffic Noise Impacts
Changes in traffic noise levels can be predicted by inputting the ratio of the two scenarios into the
following logarithmic equation:
--
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Eilar Associates, Inc. Job #S190205.2 August 6, 2020 Page 12
)1/2log(10 VV=Δ
where: ∆= Change in sound energy,
V1 = original or existing traffic volume, and
V2 = future or cumulative traffic volume.
Construction Vibration Calculations
The construction vibration assessment contained herein is evaluated using calculations of peak
particle velocity (PPV). PPV at receivers is calculated as follows:
5.1)25(DPPVPPVrefequip×=
where PPVequip is the peak particle velocity (in inches per second) of the equipment, adjusted for
distance,
PPVref is the reference vibration level (in inches per second) at a distance of 25 feet from the
equipment, and
D is the distance from the equipment to the receiver.
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 CA250 Type 1 Calibrator, Serial # 2106
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 S1.4). All
instruments are maintained with National Bureau of Standards traceable calibration, per the
manufacturers’ standards.
5.0 IMPACTS AND MITIGATION
5.1 Exterior
Exterior noise impacts to the project site are evaluated in this section and consider a combination of
rail and traffic noise. As some current traffic volumes exceed those projected for the future, the
higher of the two values has been used in these cases 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 commercial projects to maintain noise levels of 65 CNEL or less at
outdoor use areas. The project has incorporated one outdoor seating area to the west of the
property. Traffic and railway noise impacts have been calculated at the outdoor use area using
I
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Eilar Associates, Inc. Job #S190205.2 August 6, 2020 Page 13
Cadna to determine whether noise impacts exceed the 65 CNEL threshold. Calculations assume
shielding provided by surrounding building structures. Results of this analysis are shown in Table 7
below. Additional information is provided in Appendices C and D, and a graphical representation of
outdoor use receiver locations is provided as Figure 8.
Table 7. Worst-Case Combined Noise Levels at Outdoor Use Areas
Receiver Location Floor
Exterior Noise Level (CNEL)
Railway Traffic Combined
OU West Ground 54 62 63
As shown above, worst-case combined noise impacts at the project site are not expected to exceed
65 CNEL at outdoor use areas of the project. No project design features are required for the
attenuation of exterior noise impacts at the project site.
5.1.2 Noise Impacts at Building Facades
Using traffic volume data shown in Section 3.1, calculations of traffic noise at building facades have
been performed for use in interior noise calculations. Worst-case combined noise impacts were
calculated at the building facades and were found to range from 57 CNEL at the west facade to 74
CNEL at the east facade. A complete listing of calculated noise impacts is shown in Table 8, and a
graphical representation of building facade receiver locations is shown in Figure 8. Please refer to
Appendix D for detailed information.
Table 8. Worst-Case Combined Noise Levels at Building Facades
Receiver Facade Location
Exterior Noise Level (CNEL)
Traffic Rail Combined
F1 North Facade 68 49 68
F2 East Facade 74 39 74
F3 South Facade 67 51 68
F4 West Facade 54 54 57
5.2 Interior
The City of Carlsbad requires that commercial developments demonstrate compliance with the
requirements of the Carlsbad Noise Element to the General Plan and the Noise Guidelines Manual.
The Noise Element requires that interior noise levels do not exceed 50 CNEL and exterior noise
levels do not exceed 65 CNEL for commercial spaces. The City of Carlsbad Noise Guidelines
Manual states that interior noise levels of commercial buildings must not exceed 55 dBA. As the
Noise Element regulations are more stringent than those of the Noise Guidelines Manual, the Noise
Element requirement for interior noise levels not exceeding 50 CNEL have been applied to this
project. Likewise, the State of California requires interior noise levels of 50 dBA or less during any
hour of operation. According to the California Department of Transportation’s Technical Noise
Supplement to the Traffic Noise Analysis Protocol (see reference), peak hour traffic noise levels are
typically found to be close to predicted CNEL values. Therefore, CNEL values calculated in the
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Eilar Associates, Inc. Job #S190205.2 August 6, 2020 Page 14
traffic noise analysis for this project (shown in Appendix D) have been considered to be
representative of peak hour noise impacts that would be experienced on-site. For this reason,
compliance with the City of Carlsbad 50 CNEL interior noise limit would also be considered
compliant with the CALGreen 50 dBA interior noise limit.
Contemporary exterior building construction is expected to achieve at least 15 decibels of exterior-
to-interior noise attenuation with windows opened. As a result, exterior noise levels of more than 65
CNEL may potentially result in interior conditions that fail to meet the 50 CNEL requirements for
commercial space.
An exterior-to-interior noise analysis was conducted for the building to evaluate the sound reduction
properties of the proposed exterior wall assemblies, window, and door construction designs in the
building. The roof assembly was not included in this evaluation as it is only necessary to do so
when the roof will be exposed to a significant amount of noise from traffic, aircraft, or other
transportation noise sources. All roadway noise sources are located at an elevation below the
proposed roof height, and therefore, the roof is expected to be sufficiently shielded from
transportation noise levels while walls will be exposed to significantly higher noise levels.
The exterior wall has been evaluated in calculations as stucco over plywood sheathing on the
exterior with two-inch by six-inch wood framing, insulation in the cavity, and ½-inch gypsum board
on the interior. This wall assembly was calculated to have a rating of STC 43. Please refer to
Appendix E for more details. Proposed windows were evaluated as STC 25 glazing units and doors
were evaluated as STC 20 single pane glass doors for a conservative analysis of standard
commercial glazing.
The assemblies detailed above were used in calculations to determine whether the currently
proposed design would be sufficient for achieving interior noise levels of 50 CNEL or less. Please
refer to Table 9, showing interior noise levels with the project as currently designed, and refer to
Appendix F for additional information.
Table 9. Worst-Case Interior Combined Noise Levels
Room Maximum Exterior Facade
Impact (CNEL) Interior Noise Level (CNEL)
Dining/Serving Area 68 45
Kitchen 68 36
Office 74 39
Service Area 74 49
As shown above, with the proposed exterior wall assembly and standard commercial glazing,
interior noise levels are expected to remain below 50 CNEL and therefore are considered compliant
with City of Carlsbad noise regulations. As CNEL is generally considered to be equivalent to the
peak hour noise impact, interior noise levels are also expected to comply with the acoustical
regulations of CALGreen.
Exterior door installation should include all-around weather-tight door stop seals and an improved
threshold closure system. The additional hardware will improve the doors’ overall sound reduction
properties. The transmission loss (TL) of an exterior door without weather-tight seals is largely a
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Eilar Associates, Inc. Job #S190205.2 August 6, 2020 Page 15
factor of sound leakage, particularly at the bottom of the door if excessive clearance is allowed for
air transfer. By equipping exterior doors with all-around weather-tight seals and an airtight threshold
closure at the bottom, a loss of up to 10 STC points can be prevented.
Additionally, it is imperative to seal and caulk between the rough opening and the finished door
frame for all doors by applying an acoustically resilient, non-skinning butyl caulking compound.
Sealant application should be as generous as needed to ensure effective sound barrier isolation.
The same recommendation applies to any other penetrations, cracks, or gaps through the
assembly. The OSI Green Series and the Pecora AC-20 FTR acoustic sound sealants are products
specifically designed for this purpose. For additional information on these products, please refer to
Appendix K: Recommended Products.
The proposed project was analyzed for combined traffic and rail noise impacts. With proposed
exterior wall assembly and standard commercial glazing, all occupied rooms are expected to
comply with City of Carlsbad and CALGreen noise requirements.
5.3 Permanent Project-Related Noise Impacts
5.3.1 Mechanical Equipment Noise
Noise levels from the proposed HVAC units were calculated in Cadna at the nearest properties
using data presented in Section 3.2.2. HVAC equipment and truck deliveries were evaluated for
both the daytime and nighttime scenarios. The daytime scenario makes the conservative
assumption that all truck deliveries would arrive in a single hour and HVAC would operate
continuously. The nighttime scenario assumes only HVAC operation at a duty cycle of 50 percent,
to account for cooler nighttime hours. Noise limits have been applied as detailed in Section 2.3.
Calculations consider shielding that would be provided by the proposed on-site structure.
Calculations show that mechanical noise impacts at the nearest structure to the south of the project
site (R1) will be 53 dBA and 50 dBA for daytime and nighttime hours, respectively. Additional
information is provided in Appendix D: Cadna Analysis Data and Results. For a graphic showing
mechanical equipment noise source and receiver locations, please refer to Figure 9. As noise
impacts do not exceed the 70 dBA LEQ limit set forth in the noise compatibility matrix, no additional
project design features are deemed necessary to reduce noise impacts from on-site mechanical
equipment.
5.3.2 Project-Generated Traffic Noise
As detailed in Section 2.3.3, it is estimated that worst-case peak hour traffic at the project site will
be 338 trips during the mid-day peak hour. Calculations were performed to determine the
approximate change in noise exposure at surrounding receivers. As all access to the project site
will be via Avenida Encinas, the change in traffic volume to this roadway has been assessed for a
worst-case analysis.
The project’s impacts have been evaluated to determine whether a direct impact will result. A
significant direct impact occurs when project traffic combines with existing traffic and causes a
doubling of sound energy, which is an increase of 3 dB. Direct impacts are assessed by comparing
existing traffic volumes to existing plus project traffic volumes using the calculation methodology
shown in Section 4.1.6.
Project-generated traffic noise increases are shown in Table 10.
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Eilar Associates, Inc. Job #S190205.2 August 6, 2020 Page 16
Table 10. Anticipated Traffic Noise Increases with Project-Generated Traffic
Road Segment
Mid-Day Peak Traffic Volume
Noise Level Increase (dB)
No Project With Project
NB Avenida
Encinas 426 497 0.7
SB Avenida
Encinas 341 409 0.8
As shown in Table 10, no noise level increase is anticipated to result from project traffic during the
worst-case mid-day peak hour. For this reason, project-generated traffic noise levels are expected
to be less than significant.
5.4 Temporary Construction Noise Impacts
The City of Carlsbad does not provide noise limits for temporary construction activity at surrounding
noise-sensitive property lines; however, the hours during which construction activity can take place
are limited by the Municipal Code. Construction is prohibited after 6 p.m. and before 7 a.m.
Monday through Friday and before 8 a.m. on Saturdays. Construction is also prohibited on
Sundays and federal holidays.
Estimated construction noise impacts have been calculated assuming the typical pieces of
equipment shown in Table 6 would be operating on site during the site demolition/grading process.
Noise levels were calculated using the methodology and formulas detailed in Section 4.1.6 at the
nearest potential noise-sensitive property to the south. In order to assess average noise levels
during construction activity, noise levels have been calculated considering the center of
construction activity located at the center of the project site, at approximately 90 feet from the
nearest property line. Based on the typical noise levels and duty cycles of construction equipment,
when construction is operating in this location, average noise levels over the course of a typical
eight-hour work day at the nearest potentially noise-sensitive property line will be approximately 68
dBA. This noise impact is below what the typical ambient noise levels would ordinarily be, and this
noise impact would be temporary. Any other surrounding otherwise noise-sensitive receivers are
located at a greater distance from proposed construction activity, and therefore will be exposed to
lesser noise impacts due to additional distance attenuation and shielding provided by intervening
structures. Please refer to Appendix I for additional information.
Despite the fact that there are no applicable noise limits, the following “good practice” measures
should still be practiced as a courtesy to off-site receivers.
1. Turn off equipment when not in use.
2. Limit the use of enunciators or public address systems, except for emergency notifications.
3. Equipment used in construction should be maintained in proper operating condition, and all
loads should be properly secured, to prevent rattling and banging.
4. Schedule work to avoid simultaneous construction activities where both are generating high
noise levels.
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Eilar Associates, Inc. Job #S190205.2 August 6, 2020 Page 17
5. Use equipment with effective mufflers.
6. Minimize the use of backup alarms.
With operating hours limited to those permitted by the City of Carlsbad and adherence to the
general good practice construction noise control techniques, temporary construction noise impacts
are expected to be less than significant at surrounding properties.
5.5 CEQA Significance Determination
Noise impacts from the project site are summarized below and classified per the noise portion of
the CEQA Environmental Checklist form. This list summarizes conclusions made within the report
and classifies the level of significance as: Potentially Significant Impact, Less than Significant with
Mitigation Incorporated, Less than Significant Impact, or No Impact. Italics are used to denote
language from the CEQA Environmental Checklist form.
XII. NOISE—Would the project result in:
a) 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. Operational noise impacts calculated in Section 5.3.1 are not
expected to generate a substantial permanent increase in ambient noise levels in the vicinity of the
project site. A substantial increase would be considered an increase of three decibels or more,
which would represent a doubling of sound energy.
Average ambient noise levels were projected using the methodology detailed in Section 4.1.2 and
were combined with the projected equipment noise impacts in terms of CNEL to determine the
cumulative noise impact and the increase in ambient noise levels resulting from operation of the
project. Results are shown in Table 11.
Table 11. Calculated Cumulative Noise Impacts at Surrounding Property Lines
Receiver
Number Receiver Location
Noise Level (CNEL)
Impact
Ambient Equipment Cumulative Ambient
Increase
R1 South Property Line 68.5 57.6 68.8 0.3 Less than
Significant
The results in Table 11 demonstrate that the increase in ambient noise levels from HVAC operation
and truck deliveries will be less than 3 dBA. Additionally, as demonstrated in Section 5.3.2 of this
report, noise impacts from project-generated traffic are not expected to cause a significant direct
increase on any surrounding roadway. This impact is also considered to be less than significant.
As shown in Section 5.4 of this report, noise from temporary construction is expected to be less
than significant considering a typical construction schedule and assuming that equipment is
maintained in proper operating condition and using appropriate mufflers. Additionally, no
construction activity will take place during the more sensitive nighttime hours when ambient noise
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Eilar Associates, Inc. Job #S190205.2 August 6, 2020 Page 18
levels tend to be lower, as per City of Carlsbad requirements. For these reasons, this impact is
deemed to be less than significant.
As demonstrated above, the project is not expected to cause a substantial permanent or temporary
increase in ambient noise levels, and therefore, this impact can be classified as less than
significant.
b) Generation of excessive groundborne vibration or groundborne noise levels?
Less Than Significant Impact. The paving stage of construction has the potential to generate the
highest vibration levels of any phase of construction, as paving activities would take place closest to
residential receivers and may consist of the use of a vibratory roller. According to the Federal
Transit Administration Transit Noise and Vibration Assessment Manual (see reference), a vibratory
roller generates a peak particle velocity (PPV) of approximately 0.210 inches/second at a distance
of 25 feet from equipment. The evaluation of an impact’s significance can be determined by
reviewing both the likelihood of annoyance to individuals as well as the potential for damage to
existing structures. According to the Caltrans Transportation and Construction Vibration Guidance
Manual (see reference), the appropriate threshold for damage to modern residential structures is a
PPV of 0.5 inches/second. Annoyance is assessed based on levels of perception, with a PPV of
0.01 being considered “barely perceptible,” 0.04 inches/second as “distinctly perceptible,” 0.1
inches/second as “strongly perceptible,” and 0.4 inches/second as “severe.”
It is estimated that the nearest location to sensitive receptors would be approximately 50 feet from
the nearest commercial structure, when the roller is used at the southern boundary of the site. At
this distance, the PPV would be approximately 0.074 inches/second. This level of vibration falls
well below the building damage PPV criteria of 0.5 inches/second. The impact falls between the
“distinctly perceptible” and “strongly perceptible” PPV criteria for annoyance; however, vibration
would be reduced to “distinctly perceptible” levels by the time the roller is located at a distance of 75
feet from receivers, and “barely perceptible” at 195 feet from receivers. As construction vibration is
not anticipated to cause damage to off-site buildings and will only approach the threshold of
“strongly perceptible” vibration for a short period of time when work is performed near the southern
boundary of the property, it is the opinion of the undersigned that temporary construction vibration
impacts would not be “excessive” and therefore are less than significant. Please refer to Appendix
J for additional information.
c) 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. While the project site is located within two miles of the McClellan-
Palomar Airport, the site is not located within the McClellan-Palomar Airport Land Use Compatibility
Plan. Therefore, the proposed project would not expose people working in the project area to
excessive noise levels from such uses.
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Eilar Associates, Inc. Job #S190205.2 August 6, 2020 Page 19
6.0 CONCLUSION
The Carlsbad Noise Element to the General Plan requires exterior noise levels of 65 CNEL and
interior noise levels of 50 CNEL or less for commercial projects. Likewise, the California Green
Building Standards Code (known as CALGreen) also requires interior noise levels of 50 dBA or less
during any hour of operation. Calculations show that the outdoor patio is anticipated to have noise
levels of 65 CNEL or less as currently designed. Additionally, with the proposed exterior wall
assembly and standard commercial glazing, interior noise levels of 50 CNEL or less can be
achieved. The project is therefore expected to comply with applicable noise limits of both the City
of Carlsbad and State of California as currently designed.
Noise from the anticipated mechanical equipment on site has been calculated to determine if
specific project design features are necessary to reduce the noise impacts to be compliant with
applicable limits. Noise limits specified within the City of Carlsbad Noise Element to the General
Plan must be met at neighboring noise-sensitive property lines. Calculations show that noise levels
from the mechanical equipment will be in compliance with the City of Carlsbad noise limits. No
project design features are deemed necessary to control project-generated noise impacts from
mechanical equipment. Project-generated traffic noise is also expected to be less than significant.
The City of Carlsbad does not provide noise limits for temporary construction activity at surrounding
noise-sensitive property lines; however, the hours during which construction activity can take place
are limited by the Municipal Code. Construction is prohibited after 6 p.m. and before 7 a.m.
Monday through Friday and before 8 a.m. on Saturdays. Construction is also prohibited on
Sundays and federal holidays. Though it is not required by regulations, the general good practice
construction noise control methods listed herein should be followed, as a courtesy to surrounding
properties. With operating hours limited to those allowable in the City of Carlsbad and standard
good practice construction noise control measures followed, temporary construction noise and
vibration are expected to be less than significant.
The proposed project is not expected to result in any potentially significant noise impacts by the
standards of the California Environmental Quality Act (CEQA). Noise impacts are summarized in
Section 5.5.
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Eilar Associates, Inc. Job #S190205.2 August 6, 2020 Page 20
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.
This report is based on the related project information received and measured noise levels, and
represents a true and factual analysis of the acoustical impact issues associated with the Chick-fil-A
– I-5 & Palomar Airport Road project, located at 5850 Avenida Encinas in the City of Carlsbad,
California. This report was prepared by Rachael Cowell and Amy Hool.
___________________________ ________________________________
Rachael Cowell, Staff Consultant Amy Hool, Senior Acoustical Consultant
_______________________________________________________________________________
Eilar Associates, Inc. Job #S190205.2 August 6, 2020 Page 21
8.0 REFERENCES
1. City of Carlsbad Noise Element to the General Plan, September 2015
2. City of Carlsbad Noise Guidelines Manual, September 1995.
3. 2016 California Green Building Code, Nonresidential Mandatory Measures.
4. Harris Miller Miller & Hanson, Inc., CREATE Freight Noise and Vibration Model, 2006.
5. San Diego Association of Governments (SANDAG) Traffic Forecast Information Center,
Series 12, http://tfic.sandag.org
6. San Diego Association of Governments (SANDAG) Website, Demographics and Other Data,
Transportation Data, http://www.sandag.org/resources/demographics_and_other_data/
transportation/adtv/index.asp.
7. Caltrans Traffic Census Program, http://www.dot.ca.gov/trafficops/census/
8. DataKustik, CadnaA (Computer Aided Noise Abatement), Version 2019.
9. Federal Highway Administration, Highway Traffic Noise: Analysis and Abatement Guide,
December 2011.
10. Traffic Distribution Study, by Katz-Okitsu and Associates Traffic Engineers, 1986.
11. 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.
12. California Department of Transportation, Technical Supplement to the Traffic Noise Analysis
Protocol, September 2013.
13. Marshall Day Acoustics, INSUL Version 9.0.
14. Department for Environment Food and Rural Affairs (DEFRA), Update of Noise Database for
Prediction of Noise on Construction and Open Sites, 2005.
15. California Environmental Quality Act (CEQA), Statute and Guidelines, 2018.
16. Federal Transit Administration (FTA), Transit Noise and Vibration Impact Assessment, May
2006.
17. California Department of Transportation (Caltrans), Transportation and Construction
Vibration Guidance Manual, September 2013.
FIGURES
Vicinity Map
Job # S190205.2
Eilar Associates, Inc.
210 South Juniper Street, Suite 100
Escondido, California 92025
760-738-5570
Figure 1
Project
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Job # S190205.2
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210 South Juniper Street, Suite 100
Escondido, California 92025
760-738-5570
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210 South Juniper Street, Suite 100
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Topographic Map
Job # S190205.2
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Job # S190205.2
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Job # S190205.2
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Eilar Associates, Inc.
210 South Juniper Street, Suite 100
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760-738-5570
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Site Plan Showing Mechanical
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Job # S190205.2
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APPENDIX A
Project Plans
CODE INFORMATION
BULDING CODE• CBC 2016
~LMBING cooe, CPC 2016
JVEQ--.IANICAL CODE CMC 2016
B.ECTl21CAL COOE• CEC 2016
C!;C 2016
CFC 2016
BUILDING DATA
OCa.PANCY•
Fl'2E SPQINKLE'1E:D1
CONSTRUCnON TrPE•
SITE AREA
BUIL.OLNG~A'
Bl.JILDING 1-lEIG-IT
FAA?·
A'). G¢ST AUi!ANTI
YES
v-a
37,391 SF.
3A27 S.F.
2A'--0'
.09
ZONNG• PLAr-.NED INDl.)Sm'IAL
AVElc'AGE: DALY TRAFFIC: 979
WATE:12 GE3\JE:12ATION• 1.5" ME=TEJ?, PE:AK WATa;! OE:MANO OF 67 GPM.
SEWEQ G8'.IEl2ATION: 15CXJ GDP AVERAGE, ns GDP IS /\.ON~GQEASE
WASTE: AND 725 GIF IS Gl<f;A.SE WASTE;.
PARKING
sr AND.ARD SPACES FCQ 12E:ST Au:?ANT Lf:S Tf-¼N ~CUI~• 4,000 SP' N SIZE• I ST ALU 100
SF'OF' GF'A
3,945 / 100 • 40
TOTAL SPACES l<EQLJll<ED• 40 STAU..S
IOIAL SPACES PROVIDEO 36 STALLS
ArchltEct:
CR.1-lO
1833 E. 17TH ST. SUITE 301
SANT A ANA, CA, 92705
PHONE• (714) 832-1834
FAX• (714) 832-1910
CONTACT• l<LISSELL HATFIELD
E-MAIL• l<l..lSSELL•CRhO.COM
Civil EnginEEr:
TRUXAW AND ASSOCIATES
265 ANITA DRIVE
SUITE Ill
ORANGE, CA. 92868
PHONE• (714) 935-0265
CONTACT• STEVE HAGER
E-MAIL• STEVEHAGER•TRUXAW.COM
landscapE Archlt&ct:
JOHN HOURIAN E ASSOC.
107 AVENIDA Mll:?AMAI:?, SUITE "D'
SAN CLEMENTE, CA 92672
PHONE• 1949) 489-5623
FAX• (949) 489-5632
CONTACT• JO-IN I-IOURIAN
E-MAIL' TEAM•I-IOURIANASSOCIATES.COM
Prop&rty OwnEr:
FOURSQUARE PROPERTIES. INC.
BILL GROSSE
5850 AVENIDA ENCINAS, SUITE A
CARLSSAD. CA 92008
DEYEI0pEr:
CHICK-FIL-A
15635 ALTON PARKWAY, SUITE 350
IRVINE, CA 92618
(858) 231-0150
5200 BUFFINGTON ROAD
A TLANTA, GEORGIA 30349-2998
Pe<ONE• (404) 765-8000
FAX• (404) 684-8550
5850 AVENIDA ENCINAS
CARLSBAD, CA
DRAWING INDEX
T-lJ SP-1
SP-lA
1'><·1
IOF 5
:2 OF 5
SOF5 4 0F5
50F5
L-1 L-J.I L-1:2
A-l.1
A-I.7
A-2.1
A-2.2
A-$J
COVERSI-EET SITEPI....AN
EXISTING SITE PL.AN Pl-l0TOMET12'1C SITE PLAN
CIVL TIT1.~ $-lffT
CONCEPTL..JAL GRADING PLAN CONSTRUCTION NOTES CQ",jCEPTUAL UTILITY PLAN SI-IOPPll'\k'; CENT82 KEY MAP
P'ii:'B..IMINART LANDSCAPE SllE PL.AN WA1'132' N0ie5 AJ\O CALCUA1'I0NS
AR'BORIST f.: SOILS REPT. Pl.ANTNG NOTES MAINTENANCE RESP.
FLOOR P..Af\l
1200:: PLAN
EXTERIOR 8-l=VATIQ!\IS
EXTERIOR' ELEVATIQ'\IS
SECTIONS
CAP COMPLIANCE
CO\lSISTl=NT wm-1 GEJ\Ei<AL
LAND USE AND ZONING YES
GI--IG sn_oy ~OU!<EO, YES
EN6?GY B"'f lCIENCY• YES
PI-IOTOVOL TAIC REOUll<'EMENT• YES -~W l<'OOf= MOUNTED
E;I..E;CTR'IC \IS-IICL.E; Q-IARGNG
ST A TIONS, YES -2 INST ALL.ED .€ 2 READY
hOT WA TEI-! I-EA TING
12Ea.Jll2EMENT, YES
TC2"Arr1c DE:MANO MANAGSvlE:Nr 12'EOJ~ED NCl
PROJECT DESCRIPTION
TI--E PROJS:T IS A FAST CASUAL. RESTAU2Al'ff mAT SEATS 40. i~ Al<C~TEC1'\...JRe IS CONT6\IIPOQAl2'Y WIT~ SMOOn..l
S1UCCO AJI.O BL.JRNISI-IEO BLOCK WAJ....LS AND CQ..LIMNS. T~ NEW STl<LCTL.RE IS 24' -o· I-IIGI-I
Ti,.E P!20POSED DEVELOPMB\IT E't\COlvlPASSES CA12LSBAD'S
.APN 210·170-08-00, \M----llCI-I IS Cl.JRRENfL 'r DEVELOPED
COVIB<'CIALL I AS A 2-STORY OFFICE BUUJING. n-E 10 ,977 SF.
BUILDING WAS CONSTl2L.CTEO 11'\ii 19n AI\O IS LOCATED r-.EAl2
O'TI-1::12 C0Mflr-El2CI.AJ... uses. The SLBMITTAL IS TO DeMOUs-1
T~ E'xtSTING BUILDING AND CONSil?UCT A NEW 3,945 S.F.
F'AST ffiOO REST Al.RANT 8ULOING. H--E PROJECT'S ENTITLEr-..ENTS INCLLDE GB'JB?AL PLAN AMEJ\DMENT, ZONE
CI-IANGE, AND LOCAL COAST AL AMB'DMB\/T TO ~ONE Tl-IE
Plo!~TY FroM PL...Al',11\EO 11\0UST~I~ TO COMME:i;lCIAL-.
TO.JQIST (C,-T) TO BE ZONED CONSISTENTLY WITI-I T~ ReST
OF THE CENTI:~
TI-E PR'OJECT IS IN A COAST AL ZONE.
A. PL.ANI\E;D DE;VELOPt,.ENT N0N-RE;SIDE;NTIAL.-Pl.D2019-0003 B. GEI\ER.Al-PI.-AN AMENDMENT -GPA20I9-000I C. COASTAL L.lE:VEiCPME:NT PS;?MIT -COP'20l9-0001 D. LOCAL COAST.N... PLAN AMB\IDNIENT -LCPA2019-0002 E. ZONE 0-IA~E -ZC20l9-000I F. SDP ~T -AMB'-0'2019-004
A
Chk:k-lil-A 5200 Bullington Road Atlanta, Georgia
30349-2998
• AICHITECTS
18Bf1JIII.Slmt Stilr:31l
Sa.,lll~n~ Cl. f:121(15
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BUILDING DATA
OCClPAl>CY:
fl~ SPQ'NCLE;l2EO
CQl.5Tl<I...CrlCJl,I TYPE
SITE: Al'l::Ai
Bl..1...011\CtiRl:A•
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STAl\01\W SPACES 12EOUll2B>
A2 (IZESTALRAM}
res
v ...
$7,391 SP.
3.4276.t=
~4'-0-
.09
Pl.AN\EOll'VlJSTl?IAL
Rll l:2ESTJIIRANT LES TI-IAN 4.000 SF
INSIZS ISTAWIOOS"OfGf'A
3,945 1100 • 40
.40 ST ALLS l.lEGUIREO
TOT.Al-SPACES Pl20vtee) S6
-
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t"'-C,, DOC,W<$ -.;$UIIU"I
:,i~:7 ::.~s.:
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A
Chk:k-lil-A 5200 Buflinglon Road Atlanta, Georgia
30349-2998
I.
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183Jf1JIII.SlmtStilr:31l
Sa.,lll~n~ Cl. f:121(15
p,,lleT1t.832.1834
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llE"'l'9"'19HEWLI
.!£!<£1,
REVISED: 7-11-1Q
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1 1/♦" 2'-0"
12'-1"
lJ LJ
BUILDING AREA = 3,273 S .F.
TRASH ENCLOSURE. BIKE
STORAGE AND ELECTRICAL
AREA= 428 S.F.
TOTAL GFA = 3,945 S.F.
l
11!1'-10"'
DINING
(PUBLIC AREA)
88
J'-8" 9'-♦" J'-8"
1/A.1.1
1/A.1.1
J'-6"
2/A.1.1
BIKE
STORAGE
0 0
TRASH
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Chk:k-lil-A 5200 Buffington Road Atlanta, Georgia
30349-2998
I.
AICHITECTS
183Jf1JIII.Slmt Stilr:31l
Sa.,lll~n~ Cl. f:121(15
p,,lleT1t.832.1834
FSR# 04306
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EF#1 ~I~ INSULATION -TYP.
CANOPY TYP
14'-0 1/2"
T.O. PARAPET
21'-6"
T.O. PARAPET
Ull!l!TNJlllllllt
A-1.7
EX1ERIOR FINISHES
s STUCCO s CMU VENEER STIJCCO STO COLOR: SHERWIN WIU.IA.t.15 BURMISrED CONCRETE
SW754-1 '"CRECIAN M'JR'r"' ORCO -CUSTOM COLOR
s STUCCO 8 PRECAST CONCRETE STUCCO STO COLOR: SHERWIN WILLIAl.4S 35:5 PRECAST SW754-9 "STUDIO TAUPE:~ COLOR: "TO ~TCH CMu-1 •
s STUCCO 8 STOREFRONT STUCCO STO. COLOR: SHERWIN WILLIAl.4S COLOR: ~I( BRONZE'" SW7068 '"CRIZZLE CRAY~
8) ALUMINUM AWNING
COLOR: '"□ARK BRONZE'"
c, H -F==-/=s=l-4
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l/1
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Chk:k-lil-A 5200 Buffington Ro~d
Atl~nt~. Georgi!! 30349-2998
I.
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18lJflJIII.SIIUI; S.ilt31l Sa.,lll~n~ Cl. f:121(15
p,,lleT1t.832.1834
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REVISION SCHEDULE
.!£!<£1,
REVISED:15-24-1Q
REVISED:7-11-1Q
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s srucco srucco STO COLOR· SHERWIN WILLIM-IS
SW7S-4-1 #CRECIAN Nam-"'
s srucco STUCCO STD. CDLDR: SHERWIN WILLIAMS SW75-4-S #STU'.)K) TAUP£"
s srucco STUCCO STD. COLOR: SHERWIN WILLIAMS
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COLOR: "OAR!< 0RDNZE#
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Chk:k-lil-A 5200 Buflinglon Road Atlanta, Georgia
30349-2998
I.
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183Jf1JIII.Slmt Stilr:31l
Sa.,lll~n~ Cl. f:121(15
p,,lleT1t.832.1834
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Chk:k-lil-A 5200 Buflinglon Road Atlanta, Georgia
30349-2998
I.
AICHITECTS
183Jf1JIII.Slmt Stilr:31l
Sa.,lll~n~ Cl. f:121(15
p,,lleT1t.832.1834
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FABRICATE18GASTAINLESSNOZZLE. NOZZLE
INLET FULL SIZE OF FAN DISCl-'A.RGE. MINIMLl,,I
NOZ21.E HEIGHT 1'-0". EM.TEND t>IOZZLEASNEEOED TO TERMINATE 0"-2" ABO>/E TOP OF ALL CONDENSING UNITS, RT US.ANO PARAPETS WITHIN 10"-0"
BOLTEDANOGASl<ETE,D-----,
FACTORY NElolA3R
DISCONNECT INSIOEHOOSING
6"WJG"H HAT CHli.NNEL E
RAILS FACTORY PRO>J'IDED ON TOP OF CURB CAP. 8 HAT CHli.NNELS. USINGJ F
EACH SIDEOF MOTOR sec
ON EACH SIDE OF THE SCR USING SELF DRILLING 114"-HEAO SCREW EQUAL TOE DRIL-FLEX------,
INSTALL ROOFTOP SOLUTIONS G2 DRIP GUARD AS Q_QSEASPOSSIBLE
TOFANSCROLLDAAIN. EXTEND OAAINTOCENTER OF DRIP GUARD
G) li\Tfti~N HOOD EXHAUST FANS
TURNINGVANE SCHEOULI
45°F1TTING
SP c,,.
NOTAAILINGEOGE. SINGLE THICKNESS CONSTRUCTION
~i~K~~~H~\ AJfi~~~j_~~~·m;r ~~ 19fH ~ANRDR~~~/f71~~LT:J~fiG
p:~~s 1~fR"}E2~t'i~~~DENCTTRL~cl~M11~~~~~g1°c6~~~SEcTo~fg.Yi~..,rc~
GEORGE AT 404351-1010FOR PRICING ANO AVAILABILITY. ROYAL METAL PRODUCTS START OL R NOT RCH>\ THR T "1 BARROII/ OMPANYWI NOT A PT 0
KEYE O NOT ES·
WRAP ALL UNINSULATED PORTIOl>IS
Of AIR DEVICE AND NECK PER SPECIFICATIONS ON 1,1-901. OI/ERLAPALL JOINTS BY3". DO NOT
TAPE INSULATION TO THE GRID.
DAMPER CONTROL HANDLE MUST BE EXPOSED, LOCATED ON THE LEFT OR RIGHT
(gOR 3 O"CLOO:) SIOEWHEN INSTALLED ON
HORIZONTAL DUCTS.ANO LOCATED ON THE BOTTOM (6 O'CLOCK)WHEN INSTALLED ON
HA~~~~ct~~ir1L~~~iNE~fic0~~~CT
ORIENTATION AS SPECIFIED ABOI/E WILL FL~E~~~5f~~E~:~:~i~~~TO THE HANDLE. RIB80N MUST BE12"LONG
ANO BE EAJtx~~i~tN~~~~g~ TEST Ar.Kl
ROYALMETALPROOUCTS STICK-ON ST ART COLLAR
(1) ~Wei~E:B c~l ~Wri~~k~ l o~iiuR~0~tJM1,2;;~: c~.~W,1-~R~N~J?B't:ti..~ BE
4'"WIDERTHli.N FAN FOOTPRINT IN BOTH DIRECTIONS. HEIGHT OF CURBSl-iALL BE SUCH THAT NO PART OFANYDUCTTOBEWITHIN 18"0f ROOF SURFACE. PRO>/IOE FACTORY EQUIPMENT AAILSWELOEO TO CAP
® :-~5-?::=;R~~s~~~i~ ~~~;~~~~~~ir:rorS ~~~foYJE:T;rCH SUPf'ORTTODUCT PRO>J'IDEA DUCT SUPPORT STANO AT EACH ROOF PENETRU ION
0 t~T1fil!c'!t~'f6~R~liBE~~IDM~~1:U~~~R~r COMPANY. MECHANIDI.L
CURB FOR DUCTS SERI/INGEfit2: 1Q.5"SO. lt>ISIDE Q_EAR lollNl"4UM
DONOTAPPL'l'START
COLLAR OVER OUCTWRA
MINIMUM 1'-0" OF RIGID
OUCT AFTER SPIN-IN
TRANSITION OOT
TOALLOII/
flttLRE~f~~lf
'"' NOTES
SECURE FAN TO CURB
WITH SHEET METAL SCREWS i,1ox 1-112")
0" 0.C. ALLAROONO
RACEWAY IN FAN
FLEXIBLE CONDI.HT THRU
~~~;Ji~'fJORY
3750 1250 3 0.65 LGH150H48 LENr.lOX 2.3.4.61.B.Q.10,11,12.13.15,16 3750 1'175 3 0.65 LGH150H48 LENr.lOX 1.3.-u .s.g.10,11.12.13.14.15.16
COOLING CAPAOTIESARE GROSS, BASED ON ENTERING SOFDB/QFWB, OUTDOOR: OSFDB.AND 400CFM PERT ON
CHICK-FIL-A MAINTAINS A NATIONAL ACCOUNT FOR EQUIPMENT WITH LENNOX CORPOAATION. CONTACT LENNOX
:~r~~!~~~i1~~~ittt~r:)~~lio~~l JMfJ A'rvfJi2l:ri~ffJ~1~ °i:~L~r-#~D AVAILABILITY
PROVIDE OIFFERENTIALENTl+\LPYECONOMIZERWITH POii/ER EXl+\UST. HIGH EFFICIENCY/LOIi/ LEAl<AGEECONOMIZER. PROVIDE OIFFERENTIALENTl+\LPYECONOMIZERWITH BAROMETRIC EJIJ-IAUST. HIGH EFFICIENCYILOII/ LEA.Kol.GE ECONOMIZER.
PROI/IDE 14" HIGH ROOF CURBPROv'IOECURBS Pt.US RESTAAINT CLIP KIT.
SEE DETAIL <l'M-501 FOR SETTING OF PROOGV 1.13 BOARD CONTROL PARAMETERS BYMC PROI/IDE FACTORY INSTALLEOANO UNIT POWERED 1151/ Gfl SERVICE OOTLET
PROVIDE FACT ORY INST ALLEO 115V Gf I SERVI CE OOTLET.
~~~~~ ~1gg~~ :~~1tt~g ~~~UNS~~1l~~~~lJECTOR.
g PROVIDE 2• MERV 8THROII/ AWAY FILTERS
1 0. ~~~~:T ~~~'i~[~~:;s FOR FILTER A cc ESS. FAN MOTOR ACCESS. COM PRES SOR ACCESS AND CONTROL
11. ~ic'-btTM'"t►?D~~~~~ON~~~i~J:T LOCATIONSWHERE ELEVATION EXCEEDS 2000'A80v'E SEA LEVEL AS
12. PROVIDE FACTORY COIL t+\L GU4.RD. FIELD INSTALLED.
]!: ~roY~i0~~~~Wd.06~~6~wA1~Vtf~~~~1~i: MOUNTED HUlollOITY SENSOR 1~: ~~~~~ ~1gg~~ ~N~~~~E8l~l~~f1~l~ECT1DN 11 ~~g~~~~~T~/lti ~L~fg~~ENS4.TE PAN DRAN O>/ERFLOII/ SWITCH
1g, PROVIDE FACTORY STAINLESS STEEL HEAT EM.CHANGER
EXHAUST FAN SCHEDULE
Rl"M ip:;p@ed CM
HOO 1.241 4.873 3-'4
A~a:;er,ed
HOOCIJ1
HUUU# .4
MOD1=L
150CPS ,~ LORENCOOK 1,2,3.4.5.6,7.8.9.10.11.17
' ,.l~1 :l.'4 N 1 .. 4.. . . 1.1u.11.1
1.164 2181.J 1/8 LOREN COOK 3,11.12,13,14.15.16
GREASE EJOi,I.UST FAN RPM BASED ON 80DEGREE FAIR AT 1000 FEET ABOVE SEA LEVEL
GREASE EXHPI.UST FANS TO BEU.L. 702 LISTED
CHICK-fL-AHASANATIONALACCOONTWITH TOM BARROII/ COMPANY FORT HE FAN'CURB PACKol.GE. THEMECl-'A.NICAL CONTAACTOR IS REOIJIREOTO PURCHli.SETHEFAN/CURB PACKAGE DIRECTLY FROM TOM BARROW COMPANY. CONTACT MR
SCOTT GEORGE AT -.)4351-1010FOR PRIONGANOAVAILABILITY. FAl>ISAND CURBS NOT PIJRCHPI.SED THRUTOM BARROII/ CO MPAN 'I' W LL NOT BE ACCEPT EO 1 ~~IO~ ,F~~r~tE~~~L iiNC~~:Ecr ATION. SEE PI.ANSTO CONFIRl.1 CONFIGUAATION
3 PROVIDE FACTORY INSTALLED, PRE-WIRED. NEMA 3 NON-FUSED DISCONNECT
~-~=~~~ ~~T1rs-+ATI_ERE6~~~;ts~~~f ~~~l~~=~~~:~~~AL CONTRACTOR TO CONTACT
RO OFT OP SOL.UT IONS AT 800-913-703 4. 6 PROI/IOE FACTORYWE'I.THER HOIJSINGW/ HINGED ACCESS DOOR 7 PROI/IDE FACTORY DRAIN CONNECTION ~ ~=~~~ ~1g~~ FN~TAt~:a:~ir;g~e:~T~~~~fSTABLEMOTOR SHEAVE ANO SPARE BELT. 10. PROI/IDE FACTORY STEEL OUTLET COMPAt.lON FLANGE
11. INTEGAAL THERMALO>/ERlOADWITHAUTOMATICRESET
12. PROI/IDE BIROSCfiEEN 13. BACKDRAFT DAI-PER IN DUCT BY MECHA.t.lCALCONTRACTORAS SHOWN ON 4'M401 14. STARTER BY ELECTRICAL CONfAACTOR. INTERLOCK WITH LIGHTS BY ELECTRICAL CONTRACTOR 15. PROI/IOE 12" HIGH CURB 16. PROI/IOE FACTORY INSTALLEOANOWIRED SPEED CONTROLLER 17. UTILITY SET FAN CURBANOASSOOATEO EXHPI.UST OUCT CURB PROVIDED BY TOM BARROW COMPANY.
MARK
AD-'1
" NOTES
REMARKS
AIR DOOR SCHEDULE
C,M VELOCITY HEATING CAP "' ARE'I.SERVED MODEL MANUFACTURER REMARKS "" 3050FPM 7.2~ .,.., DRWETHRU MP-1..JOE P""'~"'dAirT '·' ''" 4<'.0tl"M ~, e4w Kt<l-1-4'3 owm!!dAire 3
CHICK-FL-AHASANATIONALACCOONT WITH TOM BARROW COMPANY FOR THE AIR ODORS. THE MECHAt.lCAL CONTAACTOR SHli.LLPURCHli.SE THEAIR DOORSOIRECTLY FROM TOM BARROW
COMPANY. CONTACT MR. SCOTT GEORGE AT 404351-1010. FOR PRICING AND AVAILABILITY.AIR
DOORS NOT PURCl+\SED THRU TOM BARROW COMPANY WILL NOT BE ACCEPTED
1 FACTORY PRO>J'IOEO. FIELD WIREOWALL SWITCH (HEAT/OH/FAN). FACTORY PRO>J'IOED. WIREO,AND UNIT MOUNTED SP EEO CONTROLLER LOQ\TED ON BOTTOM 3 ~~;l;-~ PR~~~fo M:~~~~o~~ ~~ACT WITH FACTORY INSTALLED LOW VOLTAGE
AIR DEVICE SCHEDULE
6~~~~r~=i\t7~tl~~~LfAt~rnri::.~
CURI/ED AIR PATTERN CONfROLLERS
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PRICE MOO EL SMCD STEEL SUPPLY AIR OIFF USER FIE LO AD.JJSTABLE AIR PATTERN CONTROLLERS
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LOCATION SIZE SIZE T'l'f'E REMARKS
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CHICK-FIL-A HAS A N'ITIOW..L AC COO NT WITH TOM BARROW COMPANY FOR THE AIR
DEVICES. THE MECHAt.lCALCONTRACTOR SHALL PURCHASE THE AIR DEVICES DIRECTLY ~~~oiN~2A~~~~~~~-~~~~f ~-~~~iigRT~C~~~~~ ~g~PANY WILL NOT BE ACCEPTED
GAS FIRED INFRARED HEATER SCHEDULE
ou 48--114" is" 10" raclift ,;,o~-Nu ;,ch,/anl<.
CONFIRM HEATER OUA.NTITY WITH CANOPY SHOP DRAWINGS.
CHICK-FIL-AHAS A N'ITIONALACCOONT WITH TOM BARROW COMPANY FOR THE GAS FIRED lr-lFAAREO HEATERS. THE MECHANICAL CONTRACTOR SHli.lL PURCHli.SETHE
HEATER PACKAGE OIRECTLVFROM TOM BARROW COMPANY. CONTACT MR. SCOTT GEORGE AT 404351-1010. FOR PRICINGANOAVAILABILIT'I'. HEATERS NOT PURCHASED
TfflUTOM BARROII/ COMPANY WU NOT BEACCEPTED.
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APPENDIX B
Pertinent Sections of the City of Carlsbad
Noise Element to the General Plan, Noise Guidelines Manual
and CALGreen Code
5-16
No
i
s
e
5
Envision Carlsbad
TABLE 5–1: LAND USE COMPATIBILITY FOR COMMUNITY NOISE
ENVIRONMENTS
Land Use Category
Residential-
Single Family
Residential-
Multiple family
Transient Lodging-
Motels, Hotels
School , Libraries,
Churches, Hospitals,
Nursing Homes
Auditoriums,
Concen
Sports Arena,
Outdoor
PlaygrOlmds.
Parks
Golf Courses, Riding
Stables, Water
Recrealioo, Cemeterie
Office Buildings, Business
Commercial and
Professiona)
Industrial, Manufacturing,
Utilities, Agricultu(e
Exterior Day/Nighi-Noise Levels
DNL or Ldn , dB
55 60 65 70 75 80
INTERPRETATION
Normally Acceptable:
Specified land use is satisfactory,
based upon the a!;Sumption thal
any buildings involved are of
normal conventional con truction,
without any special noise insulation
requirements
Conditionally Acceptabl e:
New construction or development
should be undertaken only after a
detailed analysis of-the noise
reduction requi:rements is made
and needed noi se insulation
features included ih the de ign.
NormaUy Una ceptable:
New constrncti.on o.r development
should generally be discouraged. If
new construction or development
does proceed. a detailed analysis of
the noise reduction requirements
must be made and needed noise
ilntlatfon features included in the
design. -Clearly Unacceptable:
New construction or development
dearly should l10t be undertaken.
5-17
General Plan
No
i
s
e
5
General Plan
Table 5-3 provides standards for noise from non-transportation noise sources
such as, but not limited to, industrial facilities, automotive servicing, car washes,
equipment yards, nightclubs, hotels, and shopping centers. These standards
apply to the noise sources themselves, as measured at the edge of the property
line; noise caused by motor vehicles traveling to and from the site is exempt
from this standard.
TABLE 5–2: ALLOWABLE NOISE EXPOSURE1
LAND USE OUTDOOR ACTIVITY2, 3
AREAS (DBA CNEL)
INTERIOR SPACES
(DBA CNEL)
Residential 604 45
Motels, Hotels 65 45
Hospitals, Residential Care
Facilities, Schools, Libraries,
Museums, Churches, Day
Care Facilities
65 45
Playgrounds, Parks,
Recreation Uses
65 50
Commercial and Office Uses 65 50
Industrial Uses 70 65
1 Development proposed within the McClellan-Palomar Airport Area of Influence shall also be subject
to the noise compatibility policies contained in the ALUCP.
2 For non-residential uses, where an outdoor activity area is not proposed, the standard does not ap-
ply. Where the location of outdoor activity areas is unknown, the exterior noise level standard shall
be applied to the property line of the receiving use.
3 Where it is not possible to reduce noise in outdoor activity areas to the allowable maximum, levels
up to 5 dB higher may be allowed provided that available exterior noise level reduction measures
have been implemented and interior noise levels are in compliance with this table.
4 An exterior noise exposure level of 65 dBA CNEL is allowable for residential uses in a mixed-use
project and for residential uses within the McClellan-Palomar Airport Area of Influence, pursuant to
the noise compatibility policies contained in the ALUCP.
TABLE 5–3: PERFORMANCE STANDARDS FOR NON-
TRANSPORTATION SOURCES (AS MEASURED AT
PROPERTY LINE OF SOURCE/SENSITIVE USE)
NOISE LEVEL DESCRIPTOR DAYTIME
(7 A.M. TO 10 P.M.)
NIGHTTIME
(10 P.M. TO 7 A.M.)
Hourly Leq, dB 55 45
Maximum Level, dB 75 65
Each of the noise levels specified above shall be lowered by 5 dB for simple tone noises, noises consist-
ing primarily of speech or music, or for recurring impulsive noises.
5.504.7 Environmental tobacco smoke (ETS) control.
Where outdoor areas are provided for smoking, prohibit
smoking within 25 feet of building entries, outdoor air intakes
and operable windows and within the building as already pro-
hibited by other laws or regulations; or as enforced by ordi-
nances, regulations or policies of any city, county, city and
county, California Community College, campus of the Cali-
fornia State University, or campus of the University of Cali-
fornia, whichever are more stringent. When ordinances,
regulations or policies are not in place, post signage to inform
building occupants of the prohibitions.
SECTION 5.505
INDOOR MOISTURE CONTROL
5.505.1 Indoor moisture control. Buildings shall meet or
exceed the provisions of California Building Code, CCR,
Title 24, Part 2, Sections 1203 (Ventilation) and Chapter 14
(Exterior Walls). For additional measures not applicable to
low-rise residential occupancies, see Section 5.407.2 of this
code.
SECTION 5.506
INDOOR AIR QUALITY
5.506.1 Outside air delivery. For mechanically or naturally
ventilated spaces in buildings, meet the minimum require-
ments of Section 120.1 (Requirements For Ventilation) of the
2013 California Energy Code, or the applicable local code,
whichever is more stringent, and Division 1, Chapter 4 of
CCR, Title 8.
5.506.2 Carbon dioxide (CO2) monitoring. For buildings or
additions equipped with demand control ventilation, CO2
sensors and ventilation controls shall be specified and
installed in accordance with the requirements of the 2013
California Energy Code, Section 120(c)(4).
SECTION 5.507
ENVIRONMENTAL COMFORT
5.507.4 Acoustical control. Employ building assemblies and
components with Sound Transmission Class (STC) values
determined in accordance with ASTM E90 and ASTM E413
or Outdoor-Indoor Sound Transmission Class (OITC) deter-
mined in accordance with ASTM E1332, using either the pre-
scriptive or performance method in Section 5.507.4.1 or
5.507.4.2.
Exception: Buildings with few or no occupants or where
occupants are not likely to be affected by exterior noise, as
determined by the enforcement authority, such as facto-
ries, stadiums, storage, enclosed parking structures and
utility buildings.
Exception: [DSA-SS] For public schools and community
colleges, the requirements of this section and all subsec-
tions apply only to new construction.
5.507.4.1 Exterior noise transmission, prescriptive
method. Wall and roof-ceiling assemblies exposed to the
noise source making up the building or addition envelope
2016 CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES
or altered envelope shall meet a composite STC rating of
at least 50 or a composite OITC rating of no less than 40,
with exterior windows of a minimum STC of 40 or OITC
of 30 in the following locations:
1. Within the 65 CNEL noise contour of an airport.
Exceptions:
1. Lan or CNEL for military airports shall be
determined by the facility Air Installation
Compatible Land Use Zone (AICUZ) plan.
2. Ldn or CNEL for other airports and heliports
for which a land use plan has not been devel-
oped shall be determined by the local general
plan noise element.
2. Within the 65 CNEL or Lan noise contour of a free-
way or expressway, railroad, industrial source or
fixed-guideway source as determined by the Noise
Element of the General Plan.
5.507.4.1.1 Noise exposure where noise contours are
not readily available. Buildings exposed to a noise
level of 65 dB Leg -1-hr during any hour of operation
shall have building, addition or alteration exterior wall
and roof-ceiling assemblies exposed to the noise source
meeting a composite STC rating of at least 45 ( or OITC
35), with exterior windows of a minimum STC of 40
(or OITC 30).
5.507.4.2 Performance method. For buildings located as
defined in Section 5.507.4.1 or 5.507.4.1.1, wall and roof-
ceiling assemblies exposed to the noise source making up
the building or addition envelope or altered envelope shall
be constructed to provide an interior noise environment
attributable to exterior sources that does not exceed an
hourly equivalent noise level (Leq-lHr) of 50 dBA in occu-
pied areas during any hour of operation.
5.507.4.2.1 Site features. Exterior features such as
sound walls or earth berms may be utilized as appropri-
ate to the building, addition or alteration project to mit-
igate sound migration to the interior.
5.507.4.2.2 Documentation of compliance. An acous-
tical analysis documenting complying interior sound
levels shall be prepared by personnel approved by the
architect or engineer of record.
5.507.4.3 Interior sound transmission. Wall and floor-
ceiling assemblies separating tenant spaces and tenant
spaces and public places shall have an STC of at least 40.
Note: Examples of assemblies and their various STC
ratings may be found at the California Office of Noise
Control: http://www.toolbase.org/PDF/CaseStudies/
stc_icc_ratings. pdf.
SECTION 5.508
OUTDOOR AIR QUALITY
5.508.1 Ozone depletion and greenhouse gas reductions.
Installations of HV AC, refrigeration and fire suppression
equipment shall comply with Sections 5.508.1.1 and
5.508.1.2.
51
APPENDIX C
Railway Noise Calculations
EFFECTIVE October 3, 2016 - April 2, 2017 / VÁLIDO del 3 de octubre, 2016 a 2 de abril, 2017EFFECTIVE October 8, 2018 / VÁLIDA 8 de octubre, 2018
Tickets sold at vending machines VALID ONLY for the SAME DAY of purchase. NO REFUNDS.One-way tickets valid for 2 hours from time of purchase. Tickets may be purchased via the Compass Cloud app on mobile devices.
Boletos adquiridos en las máquinas son VÁLIDOS SOLAMENTE EL MISMO DÍA de su compra. NO REEMBOLSOS.Boletos de viaje sencillo son válidos por 2 horas desde el momento de compra. Boletos pueden ser comprados a través de la aplicación “Compass Cloud” en dispositivos móviles.
SOUTHBOUND MONDAY-FRIDAY
OCEANSIDE TO SAN DIEGO READ
DOWN
COASTER COASTER COASTER COASTER COASTER COASTER COASTER COASTER COASTER COASTER COASTER
TRAIN SERVICE NO.630 634 636 638 640 644 648 654 656 660 662
Oceanside ↓5:03a 6:02a 6:33a 7:15a 7:40a 9:37a 11:08a 2:42p 3:32p 5:11p 5:41p
Carlsbad Village ↓5:07a 6:06a 6:37a 7:20a 7:44a 9:42a 11:13a 2:47p 3:36p 5:16p 5:46p
Carlsbad Poinsettia ↓5:13a 6:12a 6:42a 7:26a 7:49a 9:47a 11:18a 2:52p 3:43p 5:21p 5:51p
Encinitas ↓5:19a 6:18a 6:50a 7:32a 7:56a 9:54a 11:25a 3:00p 3:49p 5:27p 5:56p
Solana Beach ↓5:25a 6:23a 6:57a 7:39a 8:01a 10:00a 11:33a 3:05p 3:54p 5:34p 6:01p
Sorrento Valley ↓5:35a*6:40a 7:08a 7:49a 8:12a 10:11a*11:42a*3:14p*4:03p 5:43p 6:11p
San Diego-Old Town ↓5:57a 7:04a 7:30a 8:12a 8:35a 10:33a 12:07p 3:36p 4:28p 6:07p 6:37p
San Diego-SF Depot ↓6:05a 7:11a 7:38a 8:20a 8:43a 10:40a 12:14p 3:44p 4:35p 6:15p 6:45p
SOUTHBOUND SATURDAY, SUNDAY & HOLIDAYS
OCEANSIDE TO SAN DIEGO READ
DOWN
COASTER COASTER COASTER COASTER
TRAIN SERVICE NO.680 684 688 692
Oceanside ↓8:20a 11:08a 2:00p 5:21p
Carlsbad Village ↓8:25a 11:13a 2:05p 5:26p
Carlsbad Poinsettia ↓8:30a 11:18a 2:10p 5:31p
Encinitas ↓8:36a 11:25a 2:16p 5:37p
Solana Beach ↓8:42a 11:33a 2:24p 5:44p
Sorrento Valley ↓8:51a*11:42a*2:33p*5:53p*
San Diego-Old Town ↓9:13a 12:07p 2:54p 6:14p
San Diego-SF Depot ↓9:21a 12:14p 3:02p 6:23p
NORTHBOUND SATURDAY, SUNDAY & HOLIDAYS
SAN DIEGO TO OCEANSIDE READ
DOWN
COASTER COASTER COASTER COASTER
TRAIN SERVICE NO.681 685 689 693
San Diego-SF Depot ↓9:35a 12:25p 3:36p 7:10p
San Diego-Old Town ↓9:42a 12:33p 3:44p 7:18p
Sorrento Valley ↓10:04a*12:57p*4:06p*7:43p*
Solana Beach ↓10:13a 1:06p 4:17p 7:53p
Encinitas ↓10:19a 1:11p 4:23p 7:58p
Carlsbad Poinsettia ↓10:26a 1:16p 4:29p 8:04p
Carlsbad Village ↓10:33a 1:21p 4:35p 8:10p
Oceanside ↓10:39a 1:27p 4:41p 8:16p
NORTHBOUND MONDAY-FRIDAY
SAN DIEGO TO OCEANSIDE READ
DOWN
COASTER COASTER COASTER COASTER COASTER COASTER COASTER COASTER COASTER COASTER COASTER
TRAIN SERVICE NO.631 635 639 645 651 653 655 657 661 663 665
San Diego-SF Depot ↓6:15a 7:39a 9:18a 12:49p 1:56p 3:36p 4:21p 4:53p 5:38p 6:26p 7:13p
San Diego-Old Town ↓6:23a 7:47a 9:26a 12:57p 2:04p 3:44p 4:29p 5:01p 5:46p 6:34p 7:21p
Sorrento Valley ↓6:45a 8:10a 9:48a*1:19p*2:26p*4:06p 4:51p 5:24p 6:08p 6:56p 7:43p*
Solana Beach ↓6:57a 8:23a 9:59a 1:30p 2:36p 4:17p 5:00p 5:34p 6:20p 7:06p 7:53p
Encinitas ↓7:03a 8:30a 10:05a 1:36p 2:42p 4:23p 5:08p 5:40p 6:26p 7:12p 7:59p
Carlsbad Poinsettia ↓7:09a 8:36a 10:10a 1:42p 2:48p 4:29p 5:14p 5:46p 6:32p 7:18p 8:05p
Carlsbad Village ↓7:15a 8:42a 10:16a 1:47p 2:54p 4:35p 5:21p 5:52p 6:38p 7:24p 8:11p
Oceanside ↓7:20a 8:47a 10:23a 1:54p 3:00p 4:41p 5:28p 5:58p 6:45p 7:30p 8:18p
Ride Any Amtrak Pacific Surfliner® Train
COASTER passengers can ride any Amtrak Pacific Surfliner® train, 7 days/week with any valid COASTER Day Pass or Monthly/30-Day Pass, within the trip limits printed on their COASTER pass. Valid between Oceanside and
San Diego ONLY. Trips north of Oceanside will require a separate Amtrak ticket and reservation.
For a complete Amtrak Pacific Surfliner schedule, please visit PacificSurfliner.com
NOT VALID: FRI-TUES OF MEMORIAL DAY WEEKEND, FRI-TUES OF LABOR DAY WEEKEND, MONDAY THROUGH THE FOLLOWING TUESDAY OF THANKSGIVING WEEK, OPENING DAY THROUGH SUNDAY OF THE SUMMER DEL MAR RACES, AND WED-SUN OF COMIC-CON WEEK (these dates subject to change).
ONLY SERVES: • Oceanside • Solana Beach • San Diego-Old Town • San Diego-SF Depot
DOES NOT SERVE: • Carlsbad Village • Carlsbad Poinsettia • Encinitas • Sorrento Valley
All Amtrak policies and terms of travel apply and may differ from NCTD policies including photo ID requirements, food and beverage consumption (including alcohol), unaccompanied minors, accessibility, baggage restrictions, and pets. For more information, please visit: Amtrak.com/train-travel-plan
BIKES: RESERVATIONS and Amtrak ticket REQUIRED for BIKES on ALL Amtrak trains. Amtrak.com/bring-your-bicycle-onboard
Amtrak fares, schedules, routes, equipment, and services subject to change without notice. Other policies and restrictions apply. Amtrak and Pacific Surfliner are service marks of the National Railroad Passenger Corporation.
Website: PacificSurfliner.com • Phone: (800) 872-7245
COASTER operates on a Holiday (Sunday) schedule on Memorial Day, Labor Day, Thanksgiving Day, Christmas Day, and New Year’s Day. Independence Day, July 4, operates on a Saturday schedule. Schedule subject to change.
COASTER opera en un horario festivo
(Domingo) el Día de la Recordación, Día
del Trabajo, Día de Acción de Gracias,
Día de Navidad, y Año Nuevo. El Día de
la Independencia, 4 de julio, opera en
el horario de Sábado. Los horarios están sujetos a cambios.
* Sorrento Valley COASTER Connection shuttle service not available for this train.
* El servicio de la conexión de autobús Sorrento Valley COASTER no está disponible para este tren.
SCHEDULE
GoNCTD.com (760) 966-6500
@GoNCTD /GoNCTD /nctdtransit
NORIN COUNTY ~
1'11.ANSIT DISTRICT
" 0 0 @
U. S. DOT CROSSING INVENTORY FORM
DEPARTMENT OF TRANSPORTATION
FEDERAL RAILROAD ADMINISTRATION OMB No. 2130-0017
Instructions for the initial reporting of the following types of new or previously unreported crossings: For public highway-rail grade crossings, complete the entire inventory
Form. For private highway-rail grade crossings, complete the Header, Parts I and II, and the Submission Information section. For public pathway grade crossings (including
pedestrian station grade crossings), complete the Header, Parts I and II, and the Submission Information section. For Private pathway grade crossings, complete the Header,
Parts I and II, and the Submission Information section. For grade-separated highway-rail or pathway crossings (including pedestrian station crossings), complete the Header, Part
I, and the Submission Information section. For changes to existing data, complete the Header, Part I Items 1-3, and the Submission Information section, in addition to the
updated data fields. Note: For private crossings only, Part I Item 20 and Part III Item 2.K. are required unless otherwise noted. An asterisk * denotes an optional field.
A. Revision Date
(MM/DD/YYYY)
_____/_____/_________
B. Reporting Agency C. Reason for Update (Select only one) D. DOT Crossing
Inventory Number Railroad Transit Change in
Data
New
Crossing
Closed No Train
Traffic
Quiet
Zone Update
State Other Re-Open Date
Change Only
Change in Primary
Operating RR
Admin.
Correction
Part I: Location and Classification Information
1. Primary Operating Railroad
_____________________________________________________
2. State
________________________________
3. County
____________________________________
4. City / Municipality
In
Near __________________________
5. Street/Road Name & Block Number
________________________________| __________________
(Street/Road Name) |* (Block Number)
6. Highway Type & No.
_______________________________________
7. Do Other Railroads Operate a Separate Track at Crossing? Yes No
If Yes, Specify RR
____________, ____________, ____________, _____________
8. Do Other Railroads Operate Over Your Track at Crossing? Yes No
If Yes, Specify RR
____________, ____________, ____________, _____________
9. Railroad Division or Region
None _______________________
10. Railroad Subdivision or District
None _______________________
11. Branch or Line Name
None _______________________
12. RR Milepost
_______|____________|____________
(prefix) | (nnnn.nnn) | (suffix)
13. Line Segment
*
_________________________
14. Nearest RR Timetable
Station *
__________________________
15. Parent RR (if applicable)
N/A _____________________________
16. Crossing Owner (if applicable)
N/A _________________________________
17. Crossing Type
Public
Private
18. Crossing Purpose
Highway
Pathway, Ped.
Station, Ped.
19. Crossing Position
At Grade
RR Under
RR Over
20. Public Access
(if Private Crossing)
Yes
No
21. Type of Train
Freight
Intercity Passenger
Commuter
Transit
Shared Use Transit
Tourist/Other
22. Average Passenger
Train Count Per Day
Less Than One Per Day
Number Per Day_____
23. Type of Land Use
Open Space Farm Residential Commercial Industrial Institutional Recreational RR Yard
24. Is there an Adjacent Crossing with a Separate Number?
Yes No If Yes, Provide Crossing Number __________________
25. Quiet Zone (FRA provided)
No 24 Hr Partial Chicago Excused Date Established _________________
26. HSR Corridor ID
__________________ N/A
27. Latitude in decimal degrees
(WGS84 std: nn.nnnnnnn)
28. Longitude in decimal degrees
(WGS84 std: -nnn.nnnnnnn)
29. Lat/Long Source
Actual Estimated
30.A. Railroad Use * 31.A. State Use *
30.B. Railroad Use * 31.B. State Use *
30.C. Railroad Use * 31.C. State Use *
30.D. Railroad Use * 31.D. State Use *
32.A. Narrative (Railroad Use) *32.B. Narrative (State Use) *
33. Emergency Notification Telephone No. (posted)
_________________________________
34. Railroad Contact (Telephone No.)
______________________________________
35. State Contact (Telephone No.)
_________________________________
Part II: Railroad Information
1. Estimated Number of Daily Train Movements
1.A. Total Day Thru Trains
(6 AM to 6 PM)
__________
1.B. Total Night Thru Trains
(6 PM to 6 AM)
__________
1.C. Total Switching Trains
__________
1.D. Total Transit Trains
__________
1.E. Check if Less Than
One Movement Per Day
How many trains per week? ______
2. Year of Train Count Data (YYYY)
__________
3. Speed of Train at Crossing
3.A. Maximum Timetable Speed (mph) __________
3.B. Typical Speed Range Over Crossing (mph) From __________ to __________
4. Type and Count of Tracks
Main __________ Siding __________ Yard __________ Transit __________ Industry __________
5. Train Detection (Main Track only)
Constant Warning Time Motion Detection AFO PTC DC Other None
6. Is Track Signaled?
Yes No
7.A. Event Recorder
Yes No
7.B. Remote Health Monitoring
Yes No
FORM FRA F 6180.71 (Rev. 3/15) OMB approval expires 8/31/2019 Page 1 OF 2
8
09 23 2015
8 026821E
North County Transportation District- Coaster [NCTC]CALIFORNIA SAN DIEGO
CARLSBAD
CARLSBAD VILLAGE DRIVE8 400
LOCAL STREET
8 8
ATK BNSF PSRR
COASTAL SAN DIEGO COASTER
0229.30
106-2293 CP CARL 8 #N\A
8
8 8 8
8
8 8 50
8
8 8
8 33.1591000 -117.3486020 8
888-243-5247 760-966-6500 415-703-3722
32 12 6 0
90
2015 5 90
1 0 0 0 0
8
8 8 8
I
I I
FORM FRA F 6180.71 (Rev. 3/15) OMB approval expires 8/31/2019 Page 2 OF 2
U. S. DOT CROSSING INVENTORY FORM
A. Revision Date (MM/DD/YYYY) PAGE 2 D. Crossing Inventory Number (7 char.)
Part III: Highway or Pathway Traffic Control Device Information
1. Are there
Signs or Signals?
Yes No
2. Types of Passive Traffic Control Devices associated with the Crossing
2.A. Crossbuck
Assemblies (count) 2.B. STOP Signs (R1-1) (count)
2.C. YIELD Signs (R1-2) (count) 2.D. Advance Warning Signs (Check all that apply; include count) None
W10-1 ________ W10-3 ________ W10-11 __________
W10-2 ________ W10-4 ________ W10-12 __________
2.E. Low Ground Clearance Sign
(W10-5)
Yes (count_______)
No
2.F. Pavement Markings 2.G. Channelization
Devices/Medians
2.H. EXEMPT Sign
(R15-3)
Yes
No
2.I. ENS Sign (I-13)
Displayed
Yes
No Stop Lines
RR Xing Symbols
Dynamic Envelope
None
All Approaches
One Approach
Median
None
2.J. Other MUTCD Signs Yes No 2.K. Private Crossing
Signs (if private)
Yes No
2.L. LED Enhanced Signs (List types)
Specify Type _______________
Specify Type _______________
Specify Type _______________
Count __________
Count __________
Count __________
3. Types of Train Activated Warning Devices at the Grade Crossing (specify count of each device for all that apply)
3.A. Gate Arms
(count)
Roadway _____
Pedestrian _____
3.B. Gate Configuration 3.C. Cantilevered (or Bridged) Flashing Light
Structures (count)
3.D. Mast Mounted Flashing Lights
(count of masts) _________
3.E. Total Count of
Flashing Light Pairs
2 Quad
3 Quad
4 Quad
Full (Barrier)
Resistance
Median Gates
Over Traffic Lane _____
Not Over Traffic Lane _____
Incandescent
LED
Incandescent
Back Lights Included
LED
Side Lights
Included
3.F. Installation Date of Current
Active Warning Devices: (MM/YYYY)
______/___________ Not Required
3.G. Wayside Horn 3.H. Highway Traffic Signals Controlling
Crossing
Yes No
3.I. Bells (count) Yes
No
Installed on (MM/YYYY) ______/__________
3.J. Non-Train Active Warning
Flagging/Flagman Manually Operated Signals Watchman Floodlighting None
3.K. Other Flashing Lights or Warning Devices
Count ___________ Specify type ______________________
4.A. Does nearby Hwy
Intersection have
Traffic Signals?
Yes No
4.B. Hwy Traffic Signal
Interconnection
Not Interconnected
For Traffic Signals
For Warning Signs
4.C. Hwy Traffic Signal Preemption 5. Highway Traffic Pre-Signals
Yes No
6. Highway Monitoring Devices
(Check all that apply)
Yes - Photo/Video Recording
Yes – Vehicle Presence Detection
None Simultaneous
Advance
Storage Distance * ____________
Stop Line Distance * ____________
Part IV: Physical Characteristics
1. Traffic Lanes Crossing Railroad One-way Traffic
Two-way Traffic
Number of Lanes _______ Divided Traffic
2. Is Roadway/Pathway
Paved?
Yes No
3. Does Track Run Down a Street?
Yes No
4. Is Crossing Illuminated? (Street
lights within approx. 50 feet from
nearest rail) Yes No
5. Crossing Surface (on Main Track, multiple types allowed) Installation Date * (MM/YYYY) _______/__________ Width * ______________ Length * _______________
1 Timber 2 Asphalt 3 Asphalt and Timber 4 Concrete 5 Concrete and Rubber 6 Rubber 7 Metal
8 Unconsolidated 9 Composite 10 Other (specify) ________________________________________________________
6. Intersecting Roadway within 500 feet?
Yes No If Yes, Approximate Distance (feet) _________________
7. Smallest Crossing Angle
0° – 29° 30° – 59° 60° - 90°
8. Is Commercial Power Available? *
Yes No
Part V: Public Highway Information
1. Highway System
(01) Interstate Highway System
(02) Other Nat Hwy System (NHS)
(03) Federal AID, Not NHS
(08) Non-Federal Aid
2. Functional Classification of Road at Crossing
(0) Rural (1) Urban
(1) Interstate (5) Major Collector
(2) Other Freeways and Expressways
(3) Other Principal Arterial (6) Minor Collector
(4) Minor Arterial (7) Local
3. Is Crossing on State Highway
System?
Yes No
4. Highway Speed Limit
___________ MPH
Posted Statutory
5. Linear Referencing System (LRS Route ID) *
6. LRS Milepost *
7. Annual Average Daily Traffic (AADT)
Year _______ AADT _____________
8. Estimated Percent Trucks
___________________ %
9. Regularly Used by School Buses?
Yes No Average Number per Day ___________
10. Emergency Services Route
Yes No
Submission Information - This information is used for administrative purposes and is not available on the public website.
Submitted by __________________________________ Organization _______________________________________ Phone _______________ Date _____________
Public reporting burden for this information collection is estimated to average 30 minutes per response, including the time for reviewing instructions, searching existing data
sources, gathering and maintaining the data needed and completing and reviewing the collection of information. According to the Paperwork Reduction Act of 1995, a federal
agency may not conduct or sponsor, and a person is not required to, nor shall a person be subject to a penalty for failure to comply with, a collection of information unless it
displays a currently valid OMB control number. The valid OMB control number for information collection is 2130-0017. Send comments regarding this burden estimate or any
other aspect of this collection, including for reducing this burden to: Information Collection Officer, Federal Railroad Administration, 1200 New Jersey Ave. SE, MS-25
Washington, DC 20590.
09/23/2015 026821E
8 4 0 0
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1991 012030 15 8 8
I I
I I
PACIFIC SURFLINER®
SAN LUIS OBISPO - LOS ANGELES - SAN DIEGO
PACIFIC SURFLINER®
SAN LUIS OBISPO - LOS ANGELES - SAN DIEGO
Amtrak.com
Effective October 8, 2018
SAN LUIS OBISPO - SANTA BARBARA
VENTURA - LOS ANGELES
ORANGE COUNTY - SAN DIEGO
and intermediate stations
Including
CALIFORNIA COASTAL SERVICES
connecting
NORTHERN AND SOUTHERN CALIFORNIA
Visit: PacificSurfliner.com
Amtrak is a registered service mark of the National Railroad Passenger Corporation. National Railroad Passenger Corporation, Washington Union Station, 60 Massachusetts Ave. N.E., Washington, DC 20002.
NRPS Form W31–10/8/18. Schedules subject to change without notice.
Amtrak.com
NOTE: Weekend Service Changes
Amtrak is a registered service mark of the National Railroad Passenger Corporation. National Railroad Passenger Corporation, Washington Union Station, 60 Massachusetts Ave. N.E., Washington, DC 20002.
NRPS Form W31–10/8/18. Schedules subject to change without notice.
Effective October 8, 2018
SAN LUIS OBISPO - SANTA BARBARA
VENTURA - LOS ANGELES
ORANGE COUNTY - SAN DIEGO
and intermediate stations
Including
CALIFORNIA COASTAL SERVICES
connecting
NORTHERN AND SOUTHERN CALIFORNIA
Visit: PacificSurfliner.com
®®
NOTE: Weekend Service Changes
AN\TRAK p A C I F I C
•.ys U R F L I N E R
~A.1\/lTRAK'
See where the train can take you™
Service on Pacific Surfliner®
Coaches: Unreserved (seating not guaranteed). Thruway Bus Connections require advance reservations.B Pacific Business class: Reserved seat service with complimentary beverages, light snacks and newspaper. Amtrak Metropolitan Lounge is available in Los Angeles for Pacific Business class passengers.y Sea View CaféSM: Sandwiches, snacks and beverages.l Checked baggage at select stations/trains; size restriction for carry on luggage is 28” x 22” x 11”. Consult Amtrak.com for latest baggage policies.å Wi-Fi available.O Bicycles: Most Pacific Surfliner trains have racks for seven bicycles located in the cab car, at the opposite end of the train from the locomotive. These slots are available by reservation only and are offered without charge. Passengers must properly secure their bicycles in the racks. For some train departures and on Thruway buses, reservations are not available and only a limited number of bicycles can be carried. When space is available, unboxed bicycles may be put in the baggage bin under connecting Thruway buses. Amtrak disclaims liability for loss or damage. Passengers connecting to Amtrak trains 2, 4, and 14 must obtain a bike reservation in advance. Carry on Trainside checked bike space is limited and a fee is required. Visit Amtrak.com/bikes for more information.#¶ Connection between Thruway bus and train at Los Angeles.$£ Connection between Thruway bus and train at Santa Barbara.$¢ Metrolink commuter train connection available. Separate ticket re quired. Call Metrolink at (800) 371-LINK for exact departure times.%∞ LEGOLAND is located 8 miles from Oceanside station. Transfers may be made at passenger’s expense.^∞ Thruway bus connection at San Luis Obispo Amtrak Station arrives Atascadero at 3:15 p.m. and Paso Robles at 3:35 p.m.^§ Connection between Thruway bus and train at San Luis Obispo Amtrak Station.
&§ Thruway bus connects to San Joaquins trains at Bakersfield.
(º Travel on this bus is reserved and must be part of an itinerary involving a train trip in one direction or the other. Also, the Los Angeles ticket office is open 30 minutes ahead of departure for night buses 5804 and 5818.
(¡ Travel on this bus is reserved and must be part of an itinerary involving a train trip in one direction or the other. Since most stations are unstaffed at the hours the buses operate, advance reservations can be made and tickets purchased online at Amtrak.com or Amtrak Quik-Trak kiosks located at most stations. Reserved, ticketed customers have priority seating. Unreserved, ticketed passengers are carried on a space-available basis. The ticket office is open at Los Angeles, San Diego and Oceanside 30 minutes before the departure of the bus.
Smoking is prohibited on trains and only permitted in designated areas at stations.
The Pacific Surfliner is financed primarily through funds made available by the LOSSAN Agency through the California Department of Transportation.
page 2 PACIFIC SURFLINER - Southbound
Train Number4 5804 5818 562 1564 564 1566 566 768 572 1572
Normal Days of Operation 4 Daily Daily Daily SaSuHo Mo-Fr SaSuHo Mo-Fr Daily Mo-Fr SaSuHo
Will Also Operate4 11/22,12/25,1/1 11/22,12/25,1/1 11/22,12/25,1/1
Will Not Operate4 11/22,12/25,1/1 11/22,12/25,1/1 11/22,12/25,1/1
On Board Service4 B y
l å O
B y
l å O
B y
l å O
B y
l å O
B y
l å O
B y
l å O
B y
l å O
B y
l å O
Mile Symbol 6SAN LUIS OBISPO, CA –Cal Poly 0 >v Dp b3 45A –Amtrak Station mC ∑w-b4 00AGrover Beach, CA 12 >w-b4 25A
Santa Maria, CA–IHOP 24 >w b4 40A
Guadalupe-Santa Maria, CA 25 >w-
Lompoc-Surf Station, CA 51 >
Lompoc, CA–Visitors Center 67 >w
Solvang, CA 68 >w b5 15A
Buellton, CA–Opposite Burger King 72 >v b5 25A
Goleta, CA 110 >v-6 35A
Santa Barbara, CA–UCSB 118 >wSANTA BARBARA, CA 119 ∑w-Ar b$£6 30A
Dp l6 49A
Carpinteria, CA 129 >w-7 04A
Ventura, CA 145 >w-7 29A
Oxnard, CA 155 ∑w-l7 43A
Camarillo, CA 165 >w 7 54A
Moorpark, CA 175 >v 8 08A
Simi Valley, CA 186 >v 8 23A
Chatsworth, CA 194 >v 8 40A
Van Nuys, CA–Amtrak Station 203 ∑w-l8 56A
Hollywood Burbank Airport, CA p 209 >w-9 04A
Glendale, CA 216 >v 9 16ALOS ANGELES, CA p 222 ∑w-Ar l9 35A
Dp b(º1 15A b(º3 15A l6 05A l6 52A l7 02A l8 19A l8 33A l9 55A l10 54A l11 20A
Fullerton, CA 248 ∑w-bD1 50A bD3 50A l6 36A l7 23A l7 33A l8 50A l9 04A l10 26A l11 25A l11 51A
Anaheim, CA (Disneyland®)253 ∑w-6 45A l7 31A l7 41A l8 58A l9 12A l10 34A l11 33A l11 59A
Santa Ana, CA 258 ∑w-b2 05A bD4 05A 6 55A l7 40A l7 49A l9 07A l9 21A l10 43A l11 42A l12 08P
Irvine, CA 268 ∑w-bD4 25A 7 08A 7 53A 8 02A 9 18A 9 32A 10 54A 11 55A 12 21P
San Juan Capistrano, CA 280 ∑w-bD4 40A 7 23A 8 09A 8 22A 9 31A 9 46A 11 09A 12 15P 12 41P
San Clemente, CA - Pier 288 > 9 48A 10 04A 11 22A
Oceanside, CA (LEGOLAND®) %∞309 ∑w-bD5 15A 8 02A 8 42A 8 55A 10 19A 10 28A l11 47A l12 52P l1 15P
Solana Beach, CA 325 ∑w-bD5 35A 8 18A 9 01A 9 14A 10 38A 10 42A 12 08P 1 08P 1 31P
San Diego (Old Town), CA 347 >w-L8 50A L9 33A L9 46A L11 08A L11 13A L12 36P L1 40P L2 03PSAN DIEGO, CA p 350 ∑w-Ar b6 00A l8 58A l9 48A l10 01A l11 21A l11 23A l12 50P l1 52P l2 13P
(Tijuana)
PACIFIC SURFLINER SCHEDULES EFFECTIVE 10/8/18
SYMBOLS KEY
D
L
R
b
p
-
Stops only to discharge passengers; train
may leave before time shown.
Stops to receive and discharge passengers;
train may leave before time shown.
Stops only to receive passengers.
Thruway Bus stop
Airport connection
Quik-Trak self-serve ticketing kiosk
>
mC
∑
w
v
Unstaffed station California Station Hosts. See page 7.
Staffed Station with ticket office; may or
may not be open for all train departures.
Station wheelchair accessible; no barriers
between station and train.
Station wheelchair accessible; not all
station facilities accessible.
~ ~ ~ ~ ~ ~ ~ ~
, ,
, ,
y
, ,
SHADING KEY
Daytime train Connecting train Thruway and connecting services
Pacific Surfliner Thruway Bus Connections
See page 4 for Connecting Transit Services, page 5 for Airport Connections, and page 8 for Route Map.
PACIFIC SURFLINER - Southbound page 3
Train Number4 774 580 782 584 1584 1590 590 792 796 5816
Normal Days of Operation 4 Daily Daily Daily Mo-Fr SaSuHo SaSuHo Mo-Fr Daily Daily Daily
Will Also Operate4 11/22,12/25,1/1 11/22,12/25,1/1
Will Not Operate4 11/22,12/25,1/1 11/22,12/25,1/1
On Board Service4 B y
l å O
B y
l å O
B y
l å O
B y
l å O
B y
l å O
B y
l å O
B y
l å O
B y
l å O
B y
l å O
Mile Symbol 6SAN LUIS OBISPO, CA –Cal Poly 0 >v Dp b9 00A b1 15P b^§3 40P –Amtrak Station mC ∑w-l6 55A bl9 20A bl1 35P l4 15P
Grover Beach, CA 12 >w-7 15A b9 45A b1 55P 4 35P
Santa Maria, CA–IHOP 24 >w bR10 10A b2 15P
Guadalupe-Santa Maria, CA 25 >w-7 31A 4 51P
Lompoc-Surf Station, CA 51 >8 05A 5 29P
Lompoc, CA–Visitors Center 67 >w bR10 55A
Solvang, CA 68 >w bR11 25A b2 50P
Buellton, CA–Opp. Burger King 72 >v bR11 35A b3 00P
Goleta, CA 110 >v-9 13A 12 35P 4 25P 6 48P
Santa Barbara, CA–UCSB 118 >w b(º11 10ASANTA BARBARA, CA 119 ∑w-Ar l9 24A b$£l12 30P b$£l4 15P l6 59P
Dp l9 27A b(º11 40A l12 49P l4 40P l7 02P
Carpinteria, CA 129 >w-9 42A 1 04P 4 55P 7 18P
Ventura, CA 145 >w-10 04A b(º12 10P 1 26P 5 26P 7 40P
Oxnard, CA 155 ∑w-l10 18A b(º12 35P l1 42P l5 40P l7 54P
Camarillo, CA 165 >w 10 35A 1 53P 5 56P
Moorpark, CA 175 >v 2 07P 6 25P
Simi Valley, CA 186 >v 11 02A 2 22P 6 41P 8 39P
Chatsworth, CA 194 >v 11 14A 2 39P 6 57P 8 51P
Van Nuys, CA–Amtrak Station 203 ∑w-l11 28A l2 53P l7 09P l9 07P
Hollywood Burbank Airport, CA p 209 >w-11 35A 3 01P 7 17P 9 14P
Glendale, CA 216 >v 11 45A 3 11P 7 28P 9 24PLOS ANGELES, CA p 222 ∑w-Ar l12 15P b#¶2 20P l3 35P l7 47P l9 48P
Dp l12 33P l2 58P l4 08P l5 15P l5 15P l6 46P l7 21P l8 15P l10 22P b(º11 20PFullerton, CA 248 ∑w-l1 04P l3 29P l4 39P l5 47P l5 47P l7 17P l7 52P l8 46P l10 53P bD11 55P
Anaheim, CA (Disneyland®)253 ∑w-l1 12P 3 37P l4 47P 5 56P 5 56P l7 26P l8 00P l8 54P l11 01P
Santa Ana, CA 258 ∑w-l1 21P 3 46P l4 56P 6 05P 6 05P l7 34P l8 09P l9 02P l11 10P b12 10A
Irvine, CA 268 ∑w-1 34P 3 59P 5 09P 6 18P 6 18P 7 46P 8 22P 9 15P 11 21P
San Juan Capistrano, CA 280 ∑w-1 49P 4 14P 5 24P 6 32P 6 32P 8 00P 8 38P 9 30P 11 36P
San Clemente, CA - Pier 288 >
Oceanside, CA (LEGOLAND®) %∞309 ∑w-l2 24P 4 52P l6 01P l7 06P l7 06P l8 45P l9 11P l10 05P l12 10A
Solana Beach, CA 325 ∑w-2 43P 5 13P 6 20P 7 23P 7 20P 8 59P 9 35P 10 19P 12 26A
San Diego (Old Town), CA 347 >w-L3 14P L5 42P L6 54P L7 53P L7 57P L9 27P L10 03P L10 47P L12 54ASAN DIEGO, CA p 350 ∑w-Ar l3 28P l5 50P l7 07P l8 09P l8 14P l9 46P l10 16P l11 03P l1 15A
(Tijuana)
PACIFIC SURFLINER SCHEDULES EFFECTIVE 10/8/18
Fullerton • Palm Springs • Indio
768/767/1767 782/579/1579 Connecting Train Number 767/1767/572/1572 782/785
4968 4984 Thruway Number 4967 4985
Daily Daily 6 Days of Operation 5 Daily Daily
11 00A 4 50P Dp Fullerton, CA–Trans. Ctr.Ar 10 05A 4 25PD11 50A D5 45P Riverside, CA–Metrolink Station R9 00A R3 25P
D12 30P D6 25P Cabazon, CA–Morongo Casino R8 20A R2 35PPalm Springs, CAD1 00P D6 55P –Downtown SunLine Transit R7 50A R2 10P1 10P D7 00P Palm Springs, CA–Airport p R7 45A 2 00P
D7 30P Palm Desert, CA–SunLine Transit R7 15AD7 40P La Quinta, CA–SunLine Transit R7 00A7 50P Ar Indio, CA–Behind Denny’s Dp 6 50A
NOTE—All Pacific Surfliner Thruway Bus Connections above require advance reservations and may only be booked with a connecting train trip.
See in San Diego
Get to Top destinations from San Diego Santa Fe Depot
and Old Town Transit Center
Balboa Park and San Diego Zoo: MTS Rapid Bus Route 215
from Kettner Blvd. adjacent to Santa Fe Depot
SeaWorld San Diego: From Old Town take MTS Route 9
(west side of station); From Santa Fe Depot take Green Line to Old
Town and transfer to MTS Bus Route 9
International Border at San Ysidro (for Tijuana): From Santa Fe Depot
cross Kettner Blvd. to America Plaza Station to MTS Blue Line Trolley
Petco Park: MTS Green Line Trolley from Santa Fe Depot (or Old Town)
to Gaslamp Quarter (headsign will read “Downtown SD”)
San Diego County Credit Union Stadium: MTS Green Line Trolley
from Old Town (or Santa Fe Depot) to San Diego County Credit Union
Stadium (headsign may read “Santee”)
San Diego Cruise Terminal/International Airport: MTS Route 992 bus
runs from the Santa Fe Depot to the airport every 15 minutes seven
days a week. Board on the corner of Broadway and Kettner
(near Starbucks). The trip to the airport takes only 10 minutes.
Exact change one-way fare is $2.25. The Cruise Terminal is also
served by Route 992, but is only a three block walk from
Santa Fe Depot.
~ ~ ~ ~ ~ ~ ~ ~ ~
~
'
,.
,
Connect to Local Transit
from Pacific Surfliner
The Pacific Surfliner provides free connections to many bus and
transit services near train stations. Simply show your valid Amtrak
Pacific Surfliner paper ticket or e-Ticket to the driver when you
board the bus or shuttle. You can also purchase a discounted one-
day transit pass for Metro (Los Angeles) and MTS (San Diego)
in the Café car. Visit PacificSurfliner.com for details.
Connecting Transit Services in Southern California
Metrolink provides commuter rail service from Los Angeles
Union Station to the Antelope Valley, downtown Burbank,
Oxnard, Riverside, San Bernardino and Orange County. It
supplements Pacific Surfliner service between Oxnard and
Oceanside. (800) 371-5465; metrolinktrains.com. Rail 2 Rail:
The Rail 2 Rail program offers Pacific Surfliner monthly pass
holders access to Metrolink and COASTER commuter trains
within the station limits of their pass.
Los Angeles County Metropolitan Transportation
Authority provides bus, subway, and light rail services in the
Los Angeles area; Metro’s Red, Purple and Gold lines originate
at Union Station and provide rail connections to Hollywood,
Universal City and Pasadena. 323.GO.METRO; metro.net.
North County Transit District operates the COASTER
commuter rail service which supplements Pacific Surfliner
service between San Diego and Oceanside including additional
stops at Sorrento Valley, Solana Beach, Encinitas and Carlsbad.
The Sprinter operates frequent rail service between Oceanside,
Vista, San Marcos and Escondido. The Breeze also provides
bus service at many Pacific Surfliner stations. (760) 966-6500;
www.gonctd.com.
San Diego Metropolitan Transit System
operates bus and the San Diego Trolley service.
Direct service to San Diego’s Santa Fe Depot and
Old Town stations. (619) 233-3004; sdmts.com.
Orange County Transportation Authority
provides bus transit service throughout Orange
County including Pacific Surfliner stations in
Fullerton, Anaheim, Santa Ana, Irvine, San Juan
Capistrano and San Clemente. (714) 636-7433;
www.octa.net.
Santa Barbara Metropolitan Transit District
provides bus transit service in Santa Barbara
County, including connections to the Downtown
and Waterfront shuttles serving State Street, the
Santa Barbara Zoo and Santa Barbara Harbor.
(805) 963-3366; sbmtd.gov.
Anaheim Resort Transit provides convenient bus connections from the Anaheim station to the Disneyland Resort and Anaheim Convention Center. (888) 364-2787; www.rideart.org.
For a complete list of connecting public transit providers, visit PacificSurfliner.com.
SHADING KEY
Daytime train
Connecting train
Thruway and connecting services
page 4 PACIFIC SURFLINER - Northbound
Train Number4 5803 5813 759 561 1761 763 1565 565 1767 767 569
Normal Days of Operation 4 Daily Daily Mo-Fr Mo-Fr SaSuHo Daily SaSuHo Mo-Fr SaSuHo Mo-Fr Mo-Fr
Will Also Operate4 11/22,12/25,1/1 11/22,12/25,1/1 11/22,12/25,1/1
Will Not Operate4 11/22,12/25,1/1 11/22,12/25,1/1 11/22,12/25,1/1 11/22,12/25,1/1 11/22,12/25,1/1
On Board Service4 B y
å O
B y
l å O
B y
l å O
B y
l å O
B y
l å O
B y
l å O
B y
l å O
B y
l å O
B y
l å O
Mile Symbol 6SAN DIEGO, CA p 0 ∑w-Dp l4 00A l4 40A l5 55A l6 45A l6 57A l8 05A l8 25A l9 43A
(Tijuana)
San Diego (Old Town), CA 3 >w-4 07A 4 47A 6 02A 6 52A 7 04A 8 12A 8 32A 9 50A
Solana Beach, CA 26 ∑w-4 37A 5 17A 6 33A 7 25A 7 37A 8 46A 9 02A 10 23A
Oceanside, CA (LEGOLAND®) %∞41 ∑w-4 53A l5 37A l6 57A l7 43A l7 55A l9 08A l9 23A l10 40A
San Clemente, CA - Pier 63 >
San Juan Capistrano, CA 70 ∑w-5 25A 6 09A 7 30A 8 18A 8 30A 9 44A 10 01A 11 17A
Irvine, CA 83 ∑w-5 41A 6 25A 7 48A 8 34A 8 46A 9 59A 10 16A 11 31A
Santa Ana, CA 92 ∑w-b(¡1 45A b(¡4 50A l5 52A l6 36A l7 59A l8 46A l8 58A l10 10A l10 27A l11 42A
Anaheim, CA (Disneyland®) 97 ∑w-l6 02A l6 48A l8 08A l8 55A l9 07A l10 19A l10 36A l11 51A
Fullerton, CA 102 ∑w-b(¡2 05A b(¡5 15A l6 11A l7 00A l8 16A l9 03A l9 15A l10 28A l10 45A l11 59ALOS ANGELES, CA p 128 ∑w-Ar b(¡2 45A b(¡6 05A l7 03A l7 30A l8 51A l9 44A l9 56A l11 08A l11 25A l12 34P
Dp b(¡2 55A 4 09A $¢l7 50A l9 11A l11 48A l11 48A
Glendale, CA 134 >v b(¡3 10A 4 22A $¢8 02A 9 23A 12 00N 12 00N
Hollywood Burbank Airport, CA p 142 >w-b&§(¡3 25A 4 34A $¢8 12A 9 33A 12 10P 12 10P
Van Nuys, CA–Amtrak Station 147 ∑w-4 44A $¢l8 21A l9 43A l12 20P l12 20P
Chatsworth, CA 157 >v 5 06A $¢8 33A 9 55A 12 32P 12 32P
Simi Valley, CA 164 >v 5 19A 8 45A 10 07A 12 44P 12 44P
Moorpark, CA 175 >v 5 31A 8 57A 12 56P 12 56P
Camarillo, CA 186 >w 5 46A 9 10A 10 31A
Oxnard, CA 195 ∑w-5 58A l9 21A l10 44A l1 16P l1 16P
Ventura, CA 205 >w-6 12A 9 35A 11 00A 1 30P 1 30P
Carpinteria, CA 221 >w-6 34A 10 06A 11 22A 1 52P 1 52PSANTA BARBARA, CA 232 ∑w-Ar L6 47A lL10 19A l11 41A lL2 13P lL2 13P
Dp b$£6 55A b$£10 30A l11 44A b2 25P b2 25P
Santa Barbara, CA–UCSB 233 >w
Goleta, CA 241 >v-7 16A 10 43A 11 56A 2 32P 2 32P
Solvang, CA 267 >w b7 45A b11 20A bD3 20P bD3 20P
Buellton, CA–Opp. Burger King 271 >v b7 55A b11 30A bD3 30P bD3 30P
Lompoc, CA–Visitors Center 284 >w bD4 00P bD4 00P
Lompoc-Surf Station, CA 300 >1 08P
Guadalupe-Santa Maria, CA 326 >w-1 44P bD4 35P bD4 35P
Santa Maria, CA–IHOP 327 >w b8 25A b12 00N bD3 50P bD3 50P
Grover Beach, CA 338 >w-b8 45A b12 20P 2 01P bD4 55P bD4 55PSAN LUIS OBISPO, CA l2 30P
–Amtrak Station 350 mC ∑w-Ar b9 10A bl12 45P b^∞2 40P bl4 35P bl4 35P –Cal Poly >v Ar b9 25A b1 00P b2 50P b4 55P b4 55P
PACIFIC SURFLINER SCHEDULES EFFECTIVE 10/8/18
~ ~ ~ ~ ~ ~ ~ ~ ~
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Service on California Coastal Routes
*§ For detailed service information for the Pacific Surfliner between San Luis Obispo and San Diego, please refer to pages 2-5.*• For detailed service information for the Coast Starlight between Seattle and Los Angeles, please visit Amtrak.com.*ª Train departs Oakland two minutes after arrival and makes connection with southbound coastal bus at San Jose.* Train 767 operates earlier on Saturdays, Sundays and Holidays as Train 1767. See schedule on page 4.
page 6 CALIFORNIA COASTAL ROUTES - Southbound
Train Name4*∞ *§ *•
Capitol Corridor Capitol Corridor Pacific
Surfliner
Capitol Corridor Capitol Corridor Coast Starlight Capitol Corridor Capitol Corridor Capitol
CorridorPacific Surfliner Pacific Surfliner Pacific Surfliner Pacific Surfliner Pacific Surfliner Pacific Surfliner Pacific Surfliner
Train Number4 549/768 749/768 782 523/792 792 11/796 527/796 727/796 537/737
Normal Days of Operation4 Mo-Fr&¢SaSuHo&¢Daily Mo-Fr SaSuHo Daily Mo-Fr SaSuHo Daily
On Board Service4 B y
l å O
B y
l å O
B y
l å O
B y
l å O
B y
l å O
R l
r y O
B y
l å O
B y
l å O y å O
Mile Symbol 6SACRAMENTO, CA 0 mC ∑w-Dp 6 55P 7 35P 5 30A l6 35A 7 05A 8 10A 12 10P
Davis, CA 13 mC ∑w-7 10P 7 50P 5 45A l6 50A 7 20A 8 25A 12 25P
Fairfield-Vacaville, CA 35 >w-7 30P 8 10P 6 05A 7 40A 8 45A 12 45P
Suisun-Fairfield, CA 40 >w-7 37P 8 17P 6 12A 7 47A 8 52A 12 52P
Martinez, CA 57 mC ∑w-7 56P 8 36P 6 31A l7 34A 8 06A 9 11A 1 11P
Richmond, CA 76 >v-8 22P 9 02P 6 57A 8 32A 9 37A 1 37P
Berkeley, CA 82 >w-8 30P 9 10P 7 05A 8 40A 9 45A 1 45P
Emeryville, CA 84 mC ∑w-8 35P 9 15P blR4 55A 7 10A l8 20A 8 45A 9 50A 1 50POAKLAND, CA 89 mC ∑w-Ar D8 43P 9 34P *ª7 19A 8 35A *ª8 53A *ª9 59A 1 58P
–Jack London Square Dp b&¢10 00P b&¢10 00P blR4 40A bl7 25A bl7 25A l8 50A bl9 25A bl9 25A 1 59POakland Coliseum, CA.94 >v 7 28A 9 03A 10 08A 2 08P
San Francisco, CA–Transbay Term.mC ∑w-bl10 35P bl10 35P blR5 20A blR7 55A blR7 55A blR7 45A blR9 55A blR9 55A
Hayward, CA 102 >w- 7 39A 9 14A 10 19A 2 19P
Fremont-Centerville, CA 114 >w-7 55A 9 30A 10 35A 2 35P
Santa Clara, CA–Great America 125 >v-8 12A 9 47A 10 52A 2 52P
Santa Clara, CA–University Sta. 128 >8 20A 9 55A 11 00A 3 00PSAN JOSE, CA 132 mC ∑w-Ar b11 40P b11 40P b6 15A 8 38A 9 55A 10 18A 11 18A 3 18P
Dp b11 45P b11 45P bl6 20A bl9 10A bl9 10A l10 07A b11 20A b11 20A b3 25P
Salinas, CA 203 ∑w b12 45A b12 45A b7 30A bl10 25A bl10 25A l11 48A b12 25P b12 25P b4 40P
King City, CA–McDonald’s >w bM2 15A bM2 15A bM8 50A bM11 45A bM11 45A b2 00P b2 00P bMD5 35P
Paso Robles, CA 300 >w b3 15A b3 15A ^•b9 45A b12 40P b12 40P 1 38P b2 55P b2 55P bD6 20P
Atascadero, CA–Transit Center 310 >b3 10P b3 10P
San Luis Obispo, CA–Cal Poly 334 >v b3 45A b3 45A bR9 00A b1 15P b1 15P b3 40P b3 40P bD6 55PSAN LUIS OBISPO, CA 335 mC ∑w-Ar b3 55A b3 55A bl10 25A bl1 25P bl1 25P 3 07P b3 50P b3 50P b7 00P
Dp b4 00A b4 00A bl10 30A bl1 35P bl1 35P l3 20P 4 15P 4 15P b7 10P
Grover Beach, CA 348 >w-b4 25A b4 25A b9 45A b1 55P b1 55P 4 35P 4 35P bD7 30P
Santa Maria, CA–IHOP 360 >w b4 40A b4 40A bR10 10A b2 15P b2 15P bD7 55P
Guadalupe-Santa Maria, CA 361 >w- 4 51P 4 51P
Lompoc-Surf Station, CA 388 >5 29P 5 29P
Lompoc, CA–Visitors Center 404 >w bR10 55A
Solvang, CA–Solvang Park 436 >w b5 15A b5 15A bR11 25A b2 50P b2 50P bD8 30P
Buellton, CA–Opposite Burger King >v b5 25A b5 25A bR11 35A b3 00P b3 00P bD8 35P
Goleta, CA 447 >v-R6 35A R6 35A R12 35P R4 25P R4 25P 6 48P 6 48P
Santa Barbara, CA–UCSB 455 >w b9 10PSANTA BARBARA, CA 456 ∑w-Ar bl6 30A bl6 30A bl12 30P bl4 15P bl4 15P l5 55P 6 59P 6 59P b9 30P
Dp l6 49A l6 49A l12 49P l4 40P l4 40P l6 02P l7 02P l7 02P
Carpinteria, CA 466 >w-7 04A 7 04A 1 04P 4 55P 4 55P 7 18P 7 18P
Ventura, CA 482 >w-7 29A 7 29A 1 26P 5 26P 5 26P 7 40P 7 40P
Oxnard, CA 492 ∑w-l7 43A l7 43A l1 42P l5 40P l5 40P lD7 05P l7 54P l7 54P
Camarillo, CA 502 >w 7 54A 7 54A 1 53P 5 56P 5 56P
Moorpark, CA 512 >v 8 08A 8 08A 2 07P 6 25P 6 25P
Simi Valley, CA 523 >v 8 23A 8 23A 2 22P 6 41P 6 41P D7 48P 8 39P 8 39P
Chatsworth, CA 531 >v 8 40A 8 40A 2 39P 6 57P 6 57P 8 51P 8 51P
Van Nuys, CA–Amtrak Station 540 ∑w-l8 56A l8 56A l2 53P l7 09P l7 09P lD8 22P l9 07P l9 07P
Hollywood Burbank Airport, CA p 546 >w-9 04A 9 04A 3 01P 7 17P 7 17P D8 31P 9 14P 9 14P
Glendale, CA 553 >v 9 16A 9 16A 3 11P 7 28P 7 28P 9 24P 9 24PLOS ANGELES, CA p 559 ∑w-Ar l9 35A l9 35A l3 35P l7 47P l7 47P l9 00P l9 48P l9 48P
Dp l9 55A l9 55A l4 08P l8 15P l8 15P l10 22P l10 22P l10 22P
Fullerton, CA 585 ∑w-l10 26A l10 26A l4 39P l8 46P l8 46P l10 53P l10 53P l10 53P
Anaheim, CA (Disneyland®)590 ∑w l10 34A l10 34A l4 47P l8 54P l8 54P l11 01P l11 01P l11 01P
Santa Ana, CA 595 ∑w-l10 43A l10 43A 4 56P l9 02P l9 02P l11 10P l11 10P l11 10P
Irvine, CA 605 ∑w-10 54A 10 54A 5 09P 9 15P 9 15P 11 21P 11 21P 11 21P
San Juan Capistrano, CA 617 ∑w-11 09A 11 09A 5 24P 9 30P 9 30P 11 36P 11 36P 11 36P
San Clemente, CA - Pier 625 >11 22A 11 22A
Oceanside, CA (LEGOLAND®) %∞646 ∑w-l11 47A l11 47A l6 01P l10 05P l10 05P l12 10A l12 10A l12 10A
Solana Beach, CA 662 ∑w-12 08P 12 08P 6 20P 10 19P 10 19P 12 26A 12 26A 12 26A
San Diego (Old Town), CA 684 >w-L12 36P L12 36P L6 54P L10 47P L10 47P L12 54A L12 54A L12 54A SAN DIEGO, CA p 687 ∑w-Ar l12 50P l12 50P l7 07P l11 03P l11 03P l1 15A l1 15A l1 15A
CAPITOL CORRIDOR SCHEDULES EFFECTIVE 5/7/18. PACIFIC SURFLINER SCHEDULES EFFECTIVE 10/8/18.
M Meal stop.%∞ LEGOLAND is located 8 miles from Oceanside station. Transfers may be made at passenger’s expense.^• Bus 4782 operates express service to Santa Barbara via San Luis Obispo.*∞ For detailed service information for the Capitol Corridor between Reno and San Jose, please refer to our corresponding timetable folder (W34).
Smoking is prohibited on trains and only permitted in designated areas at stations.
See pages 2-3 for Services
and Symbols Key; page 4-5 for Amenites; and page 8 for
Route Map.
~ ~ ~ ~ ~ ~ ~ ~ ~
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CALIFORNIA COASTAL ROUTES - Northbound page 7
SHADING KEY
Daytime train
Overnight train
Thruway and connecting services
mC California Station Hosts
The Station Host Association of California is a volunteer organization that assists rail passengers, meeting and greeting them at eleven California stations, and helping them with schedules, boarding, and general inquiries. For more information, visit www.stationhost.org.
Train Name4*∞ *§ *•Capitol
Corridor
Pacific Surfliner Capitol
Corridor
Pacific Surfliner Pacific Surfliner Pacific Surfliner Pacific
Surfliner
Pacific
Surfliner
Pacific Surfliner Pacific Surfliner
Capitol Corridor Capitol Corridor Capitol Corridor CoastStarlight Capitol Corridor Capitol Corridor
Train Number4 732 759/538 538 1761/744 763/748 763/14 767 777
785/522 785/720
Normal Days of Operation4 SaSuHo Mo-Fr Mo-Fr SaSuHo SaSuHo Daily Daily* Daily Mo-Fr SaSuHo
On Board Service4 y å O y å O y å O B y
l å O
B y
l å O
R l
r y O
B y
l å O
B y
l å O
B y
l å O
B y
l å O
Mile Symbol 6SAN DIEGO, CA p 0 ∑w-Dp l4 40A l5 55A l5 55A l8 25A l12 05P l3 58P l3 58P
San Diego (Old Town), CA 3 >w-4 47A 6 02A 6 02A 8 32A 12 12P 4 05P 4 05P
Solana Beach, CA 26 ∑w-5 17A 6 33A 6 33A 9 02A 12 43P 4 36P 4 36P
Oceanside, CA (LEGOLAND®) %∞41 ∑w-5 37A l6 57A l6 57A l9 23A l1 00P l4 53P l4 53P
San Clemente, CA - Pier 63 > 5 19P 5 19P
San Juan Capistrano, CA 70 ∑w-6 09A 7 30A 7 30A 10 01A 1 33P 5 34P 5 34P
Irvine, CA 83 ∑w-6 25A 7 48A 7 48A 10 16A 1 48P 5 49P 5 49P
Santa Ana, CA 92 ∑w-l6 36A l7 59A l7 59A l10 27A l1 59P l6 00P l6 00P
Anaheim, CA (Disneyland®)97 ∑w l6 48A l8 08A l8 08A l10 36A l2 08P 6 10P 6 10P
Fullerton, CA 102 ∑w-l7 00A l8 16A l8 16A l10 45A l2 16P l6 20P l6 20PLOS ANGELES, CA p 128 ∑w-Ar l7 30A l8 51A l8 51A l11 25A l2 51P l6 57P l6 57P
Dp 4 09A l7 50A l9 11A l10 10A l11 48A l3 06P l7 16P l7 16P
Glendale, CA 134 >v 4 22A 8 02A 9 23A 12 00N 3 18P 7 28P 7 28P
Hollywood Burbank Airport, CA p 142 >w-4 34A 8 12A 9 33A R10 29A 12 10P 3 28P 7 38P 7 38P
Van Nuys, CA–Amtrak Station 147 ∑w-4 44A l8 21A l9 43A lR10 40A l12 20P l3 38P l7 48P l7 48P
Chatsworth, CA 157 >v 5 06A 8 33A 9 55A 12 32P 3 50P 8 00P 8 00P
Simi Valley, CA 164 >v 5 19A 8 45A 10 07A R11 11A 12 44P 4 02P 8 12P 8 12P
Moorpark, CA 175 >v 5 31A 8 57A 12 56P
Camarillo, CA 186 >w 5 46A 9 10A 10 31A 4 28P 8 36P 8 36P
Oxnard, CA 195 ∑w-5 58A l9 21A l10 44A l11 44A l1 16P l4 39P l8 47P l8 47P
Ventura, CA 205 >w-6 12A 9 35A 11 00A 1 30P 4 58P 9 01P 9 01P
Carpinteria, CA 221 >w-6 34A 10 06A 11 22A 1 52P 5 22P 9 23P 9 23PSANTA BARBARA, CA 232 ∑w-Ar L6 47A lL10 19A l11 41A l12 33P lL2 13P l5 41P lL9 51P lL9 51P
Dp b6 05A b6 55A b7 55A bl10 30A l11 44A l12 40P b2 25P l5 44P b10 00P b10 00PSanta Barbara, CA–UCSB 233 >w b6 25A b8 15A
Goleta, CA 241 >v-D7 16A D10 43A 11 56A 2 32P 5 56P D10 04P D10 04P
Solvang, CA–Solvang Park 279 >w b7 45A b11 20A bD3 20P bD10 45P bD10 45P
Buellton, CA–Opposite Burger King >v b7 55A b11 30A bD3 30P bD10 50P bD10 50P
Lompoc, CA–Visitors Center 288 >w bD4 00P
Lompoc-Surf Station, CA 300 >1 08P 7 02P
Guadalupe-Santa Maria, CA 326 >w-1 44P bD4 35P 7 38P
Santa Maria, CA–IHOP 327 >w b7 30A b8 25A b9 25A bD12 00N bD3 50P bD11 30P bD11 30P
Grover Beach, CA 338 >w-b8 00A b8 45A b9 55A b12 20P 2 01P bD4 55P 7 55P b11 55P b11 55PSAN LUIS OBISPO, CA 350 mC ∑w-Ar b8 20A b9 10A b10 15A b12 45P l2 30P 3 22P bl4 35P l8 36P b12 20A b12 20A
Dp b8 25A b9 15A b10 20A bl12 50P bl2 40P l3 35P bl4 45P b8 40P b12 25A b12 25ASan Luis Obispo, CA–Cal Poly 351 >v b8 30A b9 25A b10 25A b1 00P b2 50P b4 50P bD8 50P b12 35A b12 35A
Atascadero, CA–Transit Center 375 >b3 15P bD9 10P
Paso Robles, CA 385 >w b9 05A b9 55A b11 00A bl1 30P b3 35P 4 37P b5 25P b9 25P b1 05A b1 05A
King City, CA–McDonald’s >w bM10 10A bM11 20A bM12 05P bM2 55P bM5 00P bM6 50P bM2 30A bM2 30A
Salinas, CA 483 ∑w b11 15A b12 10P b1 10P bl3 40P bl6 00P l6 28P b7 40P b3 15A b3 15ASAN JOSE, CA 554 mC ∑w-Ar b12 50P b1 20P b2 45P blD4 55P blD7 15P 8 11P blD8 40P
Dp 1 05P 3 10P 3 10P 6 40P 9 10P l8 23P b4 25A b4 25ASanta Clara, CA–University Sta. 561 >1 11P 3 16P 3 16P 6 46P 9 16P
Santa Clara, CA–Great America 564 >v-1 18P 3 23P 3 23P 6 53P 9 23P
Fremont-Centerville, CA 573 >w-1 35P 3 40P 3 40P 7 10P 9 40P
Hayward, CA 585 >w-1 50P 3 56P 3 56P 7 25P 9 55P
San Francisco, CA–Transbay Term.mC ∑w-bD2 30P bD2 30P blD6 05P blD8 25P blD10 05P blD9 45P bD5 40A bD5 40A
Oakland Coliseum, CA 593 >v 2 00P 4 06P 4 06P 7 35P 10 05POAKLAND, CA 598 mC ∑w-Ar 2 07P 4 13P 4 13P bl6 35P blD8 55P 9 24P bD10 15P b6 10A b6 10A
–Jack London Square Dp 2 08P 4 14P 4 14P 7 43P 10 13P l9 39P 6 25A 8 15A
Emeryville, CA 603 mC ∑w-2 17P 4 23P 4 23P 7 52P 10 22P l10 04P bD10 05P 6 34A 8 24A
Berkeley, CA 604 >w-2 21P 4 27P 4 27P 7 56P 10 26P 6 38A 8 28A
Richmond, CA 610 >v-2 28P 4 34P 4 34P 8 03P 10 33P 6 45A 8 35A
Martinez, CA 630 mC ∑w-2 54P 5 00P 5 00P 8 29P 10 59P l10 46P 7 11A 9 01A
Suisun-Fairfield, CA 647 >w-3 13P 5 19P 5 19P 8 48P 11 18P 7 30A 9 20A
Fairfield-Vacaville, CA 652 >w-3 20P 5 26P 5 26P 8 55P 11 25P 7 37A 9 27A
Davis, CA 674 mC ∑w-3 40P 5 46P 5 46P 9 15P 11 45P l11 25P 7 57A 9 47ASACRAMENTO, CA 687 mC ∑w-Ar 4 14P 6 24P 6 24P 9 49P 12 19A l11 59P 8 25A 10 15A
CAPITOL CORRIDOR SCHEDULES EFFECTIVE 5/7/18. PACIFIC SURFLINER SCHEDULES EFFECTIVE 10/8/18.
Pacific Surfliner Unreserved Coach Seating
Coach seating on the Pacific Surfliner is unreserved; seats are occupied on a first come, first served basis.
Unreserved coach seating is not guaranteed; reserved seating is available in Pacific Business class.
-
~ ~ ~ ~ ~ ~ ~ ~ ~ ~
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YosemiteValley
Salinas
Guadalupe
Surf Lompoc
Seaside Prunedale
SolvangBuellton
Sparks
Redding
Carmel
Monterey
King City
Paso Robles
Atascadero
Lemoore
Kettleman City
Marysville
Madera
Corcoran
Mariposa
MidpinesEl Portal
CoarsegoldOakhurst
Fish Camp
Crane Flat
White Wolf
TuolumneMeadows
June Lake
MammothLakes
Lee Vining
McKinleyville
Chico
Hanford
Visalia
Fresno
Wasco
GoshenJunction
Eureka
Fortuna
Willits
Arcata
Santa Maria
Grover Beach
Truckee
Colfax
Stateline, CA/NV
Ukiah
Rio Dell-Scotia
Laytonville
Leggett
Cloverdale
Garberville Red Bluff
Oroville
Rocklin
Dunsmuir
Stockton
Elk Grove
Santa Clara Great AmericaFremontPleasanton
Dublin-Pleasanton
LivermoreVasco Road
Tracy Lathrop-Manteca
Hayward
Martinez
Santa Cruz
Scotts Valley
Modesto
Merced
Turlock- Denair
Lodi
Davis
Antioch
Napa
Vallejo
Placerville
Rohnert Park
Petaluma
RichmondBerkeley
Roseville
Morgan Hill
Gilroy
Emeryville
Carpinteria
VenturaOxnard
Goleta(UCSB)
South LakeTahoe
Mojave Barstow
Tehachapi
Solana Beach
Old Town
PalmDesert La Quinta
Cabazon
Camarillo
Perris
Ontario
Pomona
Claremont
PasadenaLa Crescenta
SantaClarita/Newhall
MorenoValley
Riverside
HemetSunCity
Victorville
San Bernardino
San PedroLong Beach
PalmdaleLittlerock
Lancaster
Fillmore
Moorpark SimiValley
Burbank Airport
Glendale
Chatsworth
Van Nuys
SantaPaula
Anaheim
San Clemente
Oceanside
San Juan Capistrano
Santa AnaIrvine
Fullerton
El Segundo Torrance
Westwood-UCLAWestchester
Santa Rosa
Healdsburg
PalmSprings
Indio
Suisun-Fairfield
Fairfield-Vacaville
Summeronly
Las Vegas
Reno
BakersfieldSan Luis Obispo
San Diego
Auburn
San Francisco Oakland
Sacramento
San Jose
Los Angeles
SantaBarbara
Lassen VolcanicNational Park
RedwoodNationalPark
YosemiteNationalPark
KingsCanyonNationalPark
SequoiaNationalPark
Channel IslandsNational Park
Death Valley National Park
Joshua TreeNational Park
PinnaclesNat. Park
SaltonSea
LakeTahoe
MonoLake
PACIFIC
OCEAN
Capitol Corridor®
San JoaquinsSM
Pacific Surfliner®
Other Amtrak Train Routes
Thruway ConnectingServices
0
0 25
100 km50 7525
50 75 mi
SeasonalService
rev. 9/2018
Explore Southern California by Rail
Visit PacificSurfliner.com
or
call 1-800-USA-RAIL
Pacific Surfliner
The Amtrak Pacific Surfliner
route meanders along the
majestic California coastline
from San Luis Obispo through
prime destinations such as
Santa Barbara, Los Angeles,
San Juan Capistrano, and San
Diego. Along with business
and vacation travelers, cyclists
and surfers are welcome on
board with bikes and boards.
Lose yourself and the stress of
Southern California traffic while
viewing breathtaking images
of the panoramic coastline.
Whether your journey takes
you to San Luis Obispo’s
sun-drenched central
coast wine country, the entertainment
capital of Los Angeles, the San
Diego Zoo, SeaWorld, or Balboa
Park – Amtrak Pacific Surfliner
welcomes you.
Lompoc-Surf Sta.
Carpinteria
Ventura Oxnard
Camarillo
MoorparkSimi Valley
Chatsworth
Los AngelesFullerton
Anaheim
San Clemente
San Diego
San Diego (Old Town)
Santa Ana
Irvine
Glendale
Van Nuys
Burbank
Grover Beach
San Luis Obispo
Guadalupe-Santa Maria
GoletaSanta Barbara
San Juan Capistrano
Oceanside
Solana Beach
CALIFORNIA’S AMTRAK PASSENGER RAIL and THRUWAY BUS SERVICE
----
Noise Model
Noise Model Based on Federal Transit Adminstration General Transit Noise Assessment
Developed for Chicago Create Project
Copyright 2006, HMMH Inc.
Case:
Noise Source
All Sources
Source 1
Source 2
Source 3
Source 4
Source 5
Source 6
Horn Ldn 1
Horn Ldn 2
Enter noise receiver land use category below.
2
Enter data for up to 8 noise sources below - see reference list for source numbers.
NOISE SOURCE PARAMETERS
Parameter
Source Num.Commuter Diesel Locomotive 2 Commuter Rail Cars 3 Freight Locomotive 9 Freight Cars 10
Distance (source to receiver)distance (ft)750 distance (ft)750 distance (ft)750 distance (ft)750
Daytime Hours speed (mph)40 speed (mph)40 speed (mph)35 speed (mph)35
(7 AM - 10 PM)trains/hour 3 trains/hour 3 trains/hour 1 trains/hour 1
locos/train 1 cars/train 5 locos/train 2 length of cars (ft) / train 2000
Nighttime Hours speed (mph)40 speed (mph)40 speed (mph)35 speed (mph)35
(10 PM - 7 AM)trains/hour 1 trains/hour 1 trains/hour 1 trains/hour 1
locos/train 1 cars/train 5 locos/train 2 length of cars (ft) / train 2000
Wheel Flats?% of cars w/ wheel flats 20.00%% of cars w/ wheel flats 20.00%
Jointed Track?Y/N N Y/N N Y/N N Y/N N
Embedded Track?Y/N N Y/N N Y/N N Y/N N
Aerial Structure?Y/N N Y/N N Y/N N Y/N NBarrier Present?Y/N N Y/N N Y/N N Y/N N
Intervening Rows of of Buildings number of rows 3 number of rows 3 number of rows 3 number of rows 3
HORN NOISE CALCULATION
Source Number Freight
Commuter Electric Locomotive 1 trains/day 3
Commuter Diesel Locomotive 2 trains/night 3
Commuter Rail Cars 3 distance (ft)1050
RRT/LRT 4 speed (mph)35
AGT, Steel Wheel 5 ground absorption (0-1)1
AGT, Rubber Tire 6 Hourly Leq at 50 feet (daytime)67.0
Monorail 7 Hourly Leq at 50 feet (nighttime)69.2
Maglev 8 Ldn at 50 feet 75.3
Freight Locomotive 9 Ldn at specified distance 46.5
Freight Cars 10
Hopper Cars (empty)11 Commuter
Hopper Cars (full)12 trains/day 39
Crossover 13 trains/night 9
Automobiles 14 distance (ft)1050
City Buses 15 speed (mph)40
Commuter Buses 16 ground absorption (0-1)1
Rail Yard or Shop 17 Hourly Leq at 50 feet (daytime)77.5
Layover Tracks 18 Hourly Leq at 50 feet (nighttime)73.4
Bus Storage Yard 19 Ldn at 50 feet 80.7
Bus Op. Facility 20 Ldn at specified distance 51.9
Bus Transit Center 21
Parking Garage 22
Park & Ride Lot 23
S190205
SOURCE REFERENCE LIST
Ldn (dB)
54
40
34
45
45
0
0 0
52
0
47
38
0
0
Leq - daytime (dB)
43
37
31
38
3939
RESULTS
Source 1 Source 2 Source 3
26
32
42
Leq - nighttime (dB)
LAND USE CATEGORY
Noise receiver land use category (1, 2 or 3)
Source 4
Page 1
I I I
I I I
I I I I I
APPENDIX D
Cadna Analysis Data and Results
EILAR ASSOCIATES, INC.
Acoustical and Environmental Consulting
Lme
Day
(dBA)
I-5 NB R_1 77.8 6435 4.8 60.4 105 18.29 1 No
I-5 SB R_2 77.8 6435 4.8 60.4 105 14.63 1 No
I-5 SB Ramp R_3 59.7 754 4.8 60.4 48 4.88 1 No
Avenida Encinas NB R_4 56.1 240 2.6 0.0 64 7.32 1 No
Avenida Encinas SB R_5 56.1 240 2.6 0.0 64 7.32 1 No
Palomar Airport Rd EB R_6 63.9 936 3.0 33.3 72 11.89 1 No
Palomar Airport Rd WB R_7 63.9 936 3.0 33.3 72 11.89 1 No
Lme
Day
(dBA)
I-5 NB R_1 79.3 9108 4.8 60.4 105 18.29 1 No
I-5 SB R_2 79.3 9108 4.8 60.4 105 14.63 1 No
I-5 SB Ramp R_3 61.2 1067 4.8 60.4 48 4.88 1 No
Avenida Encinas NB R_4 58.1 345 3.0 33.3 64 7.32 1 No
Avenida Encinas SB R_5 58.1 345 3.0 33.3 64 7.32 1 No
Palomar Airport Rd EB R_6 65.4 1325 3.0 33.3 72 11.89 1 No
Palomar Airport Rd WB R_7 65.4 1325 3.0 33.3 72 11.89 1 No
Lme
Day
(dBA)
I-5 NB R_1 80 10902 4.8 60.4 105 21.95 1 No
I-5 SB R_2 79.7 9964 4.8 60.4 105 21.95 1 No
I-5 SB Ramp R_3 60 810 4.8 60.4 48 4.88 1 No
Avenida Encinas NB R_4 57.6 308 2.6 0.0 64 7.32 1 No
Avenida Encinas SB R_5 57.6 308 2.6 0.0 64 7.32 1 No
Palomar Airport Rd EB R_6 64.7 1118 3.0 33.3 72 11.89 1 No
Palomar Airport Rd WB R_7 64.7 1118 3.0 33.3 72 11.89 1 No
Lme
Day
(dBA)
I-5 NB R_1 80 10902 4.8 60.4 105 21.95 1 No
I-5 SB R_2 79.7 9964 4.8 60.4 105 21.95 1 No
I-5 SB Ramp R_3 61.2 1067 4.8 60.4 48 4.88 1 No
Avenida Encinas NB R_4 58.1 345 2.6 0.0 64 7.32 1 No
Avenida Encinas SB R_5 58.1 345 2.6 0.0 64 7.32 1 No
Palomar Airport Rd EB R_6 65.4 1325 3.0 33.3 72 11.89 1 No
Palomar Airport Rd WB R_7 65.4 1325 3.0 33.3 72 11.89 1 No
Name ID
Exact Traffic Count Data Speed Limit
(km/h)Throttle
Cadna Noise Model - Roadway Source Input - Future Model
Name ID
Exact Traffic Count Data Speed Limit
(km/h)
SCS
Distance
(m)
Surface
Type
Total (hourly)Total% Medium
/Heavy Trucks
ID
Speed Limit
(km/h)
SCS
Distance
(m)
ID
SCS
Distance
(m)
Surface
Type%Heavy Trucks
Total% Medium
/Heavy Trucks %Heavy Trucks
Cadna Noise Model - Roadway Source Input - Worst-Case Model
ThrottleTotal (hourly)
Throttle
Exact Traffic Count Data
Total (hourly)%Heavy TrucksTotal% Medium
/Heavy Trucks
%Heavy Trucks
Cadna Noise Model - Roadway Source Input - Current Model
Total (hourly)
Cadna Noise Model - Roadway Source Input - Calibration
Exact Traffic Count Data Speed Limit
(km/h)
SCS
Distance
(m)
Surface
Type Throttle
Surface
TypeName
Total% Medium
/Heavy Trucks
Name
Page 1 of 5
EILAR ASSOCIATES, INC.
Acoustical and Environmental Consulting
X Y Z Ground
(m)(m)(m)(m)
678.05 343.99 0.00 0.00
635.38 968.70 0.00 0.00
608.05 960.03 0.00 0.00
656.72 344.65 0.00 0.00
617.56 822.56 0.00 0.00
610.84 804.80 0.00 0.00
604.54 635.12 0.00 0.00
585.49 576.91 0.00 0.00
512.46 423.98 0.00 0.00
579.06 957.16 0.00 0.00
586.39 871.82 0.00 0.00
573.73 835.48 0.00 0.00
515.38 769.73 0.00 0.00
502.99 728.99 0.00 0.00
488.71 611.81 0.00 0.00
474.43 548.31 0.00 0.00
469.13 536.14 0.00 0.00
425.21 466.86 0.00 0.00
413.03 466.86 0.00 0.00
384.79 396.24 0.00 0.00
379.23 356.91 0.00 0.00
572.48 948.43 0.00 0.00
575.92 864.55 0.00 0.00
565.75 843.05 0.00 0.00
506.24 774.04 0.00 0.00
493.81 733.29 0.00 0.00
468.14 554.44 0.00 0.00
457.03 528.51 0.00 0.00
421.17 474.66 0.00 0.00
410.73 459.03 0.00 0.00
386.68 421.43 0.00 0.00
376.29 392.94 0.00 0.00
370.88 356.33 0.00 0.00
596.53 358.04 0.00 0.00
508.32 402.57 0.00 0.00
465.15 425.4 0.00 0.00
423.31 451.57 0.00 0.00
384.31 485.08 0.00 0.00
365.68 502.93 0.00 0.00
334.09 534.58 0.00 0.00
318.00 553.59 0.00 0.00
267.29 617.09 0.00 0.00
268.57 622.95 0.00 0.00
327.83 548.23 0.00 0.00
369.64 504.15 0.00 0.00
417.27 472.40 0.00 0.00
468.61 440.23 0.00 0.00
511.45 418.22 0.00 0.00
635.57 358.58 0.00 0.00
I-5 SB R_2
R_3I-5 SB Ramp
R_7Palomar Airport Rd WB
Avenida Encinas NB R_4
Avenida Encinas SB R_5
R_6Palomar Airport Rd EB
Cadna Noise Model - Roadway Source Geometry (All Models)
Coordinates
Name ID
R_1I-5 NB
Page 2 of 5
EILAR ASSOCIATES, INC.
Acoustical and Environmental Consulting
125 250 500 1000 2000 4000
Rail L1 110.2 103.7 110.1 110.3 109.5 106.3 116.7 126.8 Typical
X Y Z
(m)(m)(m)
339.46 939.92 0.00
344.13 353.21 0.00116.7 89 PWL L1
Cadna Noise Model - Line Sources - All Models
Rail L1
Coordinates
Type Value
Lw (c)
Name ID Result. PWL (dBA)Result. PWL' (dBA)
Lw / Li
Cadna Noise Model - Sound Levels
Name ID Type Oktave Spectrum (dB)A lin Source
Page 3 of 5
EILAR ASSOCIATES, INC.
Acoustical and Environmental Consulting
X Y Z Ground
(m)(m)(m)(m)
561.76 778.20 6.10 0.00
565.54 778.18 6.10 0.00
565.57 777.00 6.10 0.00
590.09 776.94 6.10 0.00
590.03 768.96 6.10 0.00
484.86 768.99 6.10 0.00
584.84 765.55 6.10 0.00
568.54 765.89 6.10 0.00
568.51 765.21 6.10 0.00
559.03 765.39 6.10 0.00
559.06 771.90 6.10 0.00
561.68 771.85 6.10 0.00
CFA B_1
Cadna Noise Model - Buildings - Worst-Case Façade Model
Name ID
Coordinates
Page 4 of 5
EILAR ASSOCIATES, INC.
Acoustical and Environmental Consulting
Name ID Level Lr Height
X Y Z
(dBA)(m)(m)(m)(m)
Calibration Cal1 65.6 1.52 533.43 778.47 1.52
Name ID Level Lr Height
X Y Z
Ldn (m)(m)(m)(m)
Calibration Cal2 54.0 1.52 560.92 783.00 1.52
Name
X Y Z
CNEL CNEL CNEL (m)(m)(m)(m)
F1 68.1 49.2 68.2 1.52 575.69 777.28 1.52
F2 74.1 39.3 74.1 1.52 590.23 773.00 1.52
F3 67.4 51.4 67.5 1.52 575.69 765.52 1.52
F4 54.3 54.1 57.2 1.52 558.94 769.58 1.52
OU1 61.8 54.2 62.5 1.22 555.08 771.35 1.22
Cadna Noise Model - Existing Noise Levels at Receivers - Rail Calibration
Cadna Noise Model - Existing Noise Levels at Receivers - Traffic Calibration
Coordinates
Coordinates
Cadna Noise Model - Noise Levels at Receivers - Worst-Case Facade
Level
Traffic Only
Level Rail
Only
Level Traffic
+ Rail Height
Coordinates
Page 5 of 5
S190205.2 CFA I-5 & Palomar
Eilar Associates, Inc.
210 South Juniper Street, Suite 100
Escondido, California 92025-4230
Phone: (760) 738-5570
Date: 13 Aug 2019
Calculation Configuration
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)5.00
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 Excl. Ground Att. over Barrier
Dz with limit (20/25)
Barrier Coefficients C1,2,3 3.0 20.0 0.0
Temperature (#(Unit,TEMP))10
rel. Humidity (%)70
Ground Absorption G 0.70
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
Permanent Project Noise Model
S190205.2 CFA I-5 & Palomar
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)
53.2 50.1 0.0 0.0 x Total 1.52 r 570.88 745.21 1.52
Permanent Project Noise Model
I 111 1 I I I 1 1 I .1 1 1
S190205.2 CFA I-5 & Palomar
Point Sources
Name M.ID Result. PWL Lw / Li Correction Sound Reduction Attenuation Operating Time K0 Freq.Direct.Height Coordinates
Day Evening Night Type Value norm.Day Evening Night R Area Day Special Night X Y Z
(dBA)(dBA)(dBA)dB(A)dB(A)dB(A)dB(A)(m²)(min)(min)(min)(dB)(Hz)(m)(m)(m)(m)
EF1 +EF1 73.6 73.6 73.6 Lw EF 0.0 0.0 0.0 720.00 180.00 270.00 0.0 (none)7.10 r 571.23 771.27 7.10
EF2 +73.6 73.6 73.6 Lw EF 0.0 0.0 0.0 720.00 180.00 270.00 0.0 (none)7.10 r 567.33 771.50 7.10
EF3 +73.6 73.6 73.6 Lw EF 0.0 0.0 0.0 720.00 180.00 270.00 0.0 (none)7.10 r 567.43 773.98 7.10
EF4 +73.6 73.6 73.6 Lw EF 0.0 0.0 0.0 720.00 180.00 270.00 0.0 (none)7.10 r 570.96 773.91 7.10
RTU1 +AC1 93.5 93.5 93.5 Lw AC1 0.0 0.0 0.0 720.00 180.00 270.00 0.0 (none)7.10 r 576.34 773.58 7.10
RTU2 +AC2 90.5 90.5 90.5 Lw AC2 0.0 0.0 0.0 720.00 180.00 270.00 0.0 (none)7.10 r 576.51 768.37 7.10
RTU3 +AC3 90.5 90.5 90.5 Lw AC2 0.0 0.0 0.0 720.00 180.00 270.00 0.0 (none)7.10 r 581.95 768.14 7.10
Produce +Truck 108.5 108.5 108.5 Lw T48 0.0 0.0 0.0 30.00 0.00 0.00 0.0 (none)1.52 r 563.79 793.62 1.52
Bread +Truck 108.5 108.5 108.5 Lw T48 0.0 0.0 0.0 30.00 0.00 0.00 0.0 (none)1.52 r 563.70 793.70 1.52
Food +Truck 108.5 108.5 108.5 Lw T48 0.0 0.0 0.0 45.00 0.00 0.00 0.0 (none)1.52 r 563.79 793.87 1.52
Permanent Project Noise Model
S190205.2 CFA I-5 & Palomar
Buildings
Name M.ID RB Residents Absorption Height
Begin
(m)
CFA +x 0 0.37 6.10 r
Geometry - Buildings
Name M.ID RB Residents Absorption Height Coordinates
Begin x y z Ground
(m)(m)(m)(m)(m)
CFA +x 0 0.37 6.10 r 561.76 778.20 6.10 0.00
565.54 778.18 6.10 0.00
565.57 777.00 6.10 0.00
590.09 776.94 6.10 0.00
590.03 768.96 6.10 0.00
584.86 768.99 6.10 0.00
584.84 765.55 6.10 0.00
568.54 765.89 6.10 0.00
568.51 765.21 6.10 0.00
559.03 765.39 6.10 0.00
559.06 771.90 6.10 0.00
561.68 771.85 6.10 0.00
Permanent Project Noise Model
I 1111 I I •
S190205.2 CFA I-5 & Palomar
Sound Level Spectra
Name ID Type Oktave Spectrum (dB)Source
Weight.31.5 63 125 250 500 1000 2000 4000 8000 A lin
Lennox LGH300S4B AC1 Lw A 79.0 84.0 88.0 89.0 85.0 82.0 73.0 93.5 98.8 Manufacturer
Lennox LGH150H4B AC2 Lw A 75.0 81.0 87.0 85.0 80.0 74.0 70.0 90.5 95.6 Manufacturer
Loren Cook 150 CPS EF Lw 69.0 72.0 78.0 70.0 64.0 66.0 60.0 51.0 73.6 80.2 Manufacturer
Delivery Truck T48 Lw (c)115.0 109.0 104.1 105.5 104.2 101.0 95.8 90.2 108.5 117.0 Typical
Permanent Project Noise Model
APPENDIX E
Sound Insulation Prediction Results
Sound Insulation Prediction (v9.0.16) (:i~ INSUL Program copyright Marshall Day Acoustics 2017
margin of error is generally within STC +/-3 dB
-Key No. 1866
Job Name:CFA -1-5 & Palomar
Job No.:S190205 Initials:rcowell
Date.:3/7 /2019 Notes: File Name:Exterior Wall Assembly.ix!
( -I
( -
I, '•· .....
><
' -
'..
( STC 43 ( OITC 33 ( -~
><
1,
(
(
I.(
Mass-air-mass resonant frequency= =49 Hz
Panel Size= 8.9 fix 13.1 ft
Partition suliace mass= 13.9 lb/112
Svstem description
Panel 1 : 1 x 0.87 in -Coat Plaster (sand:gypsum =3:1) + 1 x 0.5 in Plywood
Frame: Timber stud (5.7 in x 1.8 in), Stud spacing 16 in ; Cavity Width 5.67 in , 1 x fiberglass (1.4 lb/113) Thickness 6.0 in
Panel 2 : 1 x 0.5 in Type X Gypsum Board
freq.(Hz) TL(dB) TL(dB) 80
50 24 75
63 23 24 70
80 24 65 V
100 22 ;;:;, 60 I
125 19 22 3?, _. ...... § 55 ,/ ... 160 29 ..J 50 C ~ ~ .,, 200 38 ,Q _,V ~ ---... ... ... ... ...
~ 45 )'f' -·· --250 43 41 .E ---
111 40 .
C . 315 46 ~ . ..
t-35 . 400 48 -0 I .· C .
500 50 49 :::, 30 .• 0 . Ul I
630 50 25 I ._,...._
800 47 20 •
1000 48 48 15
1250 51 10
1600 53 5
2000 55 55 0
2500 57 63 125 250 500 1000 2000 4000
Frequency (Hz)
3150 58
4000 66 62 I ♦ Transmission Loss (dB) •• STC4:I Flariking Limit I
5000 70
APPENDIX F
Exterior-to-Interior Noise Analysis
EXTERIOR TO INTERIOR NOISE REDUCTION ANALYSIS
Project Name: CFA I-5 & Palomar Wall 1 of 2
Project # : S190205
Room Name: Dining/Serving Areas Room Type :
125 Hz 250 Hz 500 Hz 1KHz 2KHz 4KHz
Reverberation Time (sec) : 1.2 1.2 1.2 1.2 1.0 1.0 : Moderately Reflective Room
Room Absorption (Sabins) : 488 488 488 488 611 611
Noise Level 125 Hz 250 Hz 500 Hz 1KHz 2KHz 4KHz
Source 1:67.4 CNEL 50.7 56.2 58.7 62.7 62.7 56.7 : Traffic Spectrum
Source 2:51.4 CNEL 44.8 38.3 44.7 44.9 44.1 40.9 : Train Spectrum
Source 3:0.0 CNEL 0.0 0.0 0.0 0.0 0.0 0.0
Source 4:0.0 CNEL 0.0 0.0 0.0 0.0 0.0 0.0
Overall:67.5 CNEL 51.7 56.3 58.9 62.8 62.8 56.8 : Effective Noise Spectrum
Assembly Type Open Width Height Qty Total Area 125 Hz 250 Hz 500 Hz 1KHz 2KHz 4KHz
Exterior Wall N 74 10 1 292.5 22 41 49 48 55 62
Window, Insulated Dual-Glazed (STC 25)N 7 8 3 168.0 14 21 24 22 30 29
Window, Insulated Dual-Glazed (STC 25)N 6.5 8 3 156.0 14 21 24 22 30 29
Window, Insulated Dual-Glazed (STC 25)N 6.5 2.5 2 32.5 14 21 24 22 30 29
Window, Insulated Dual-Glazed (STC 25)N 3.25 7 1 22.8 14 21 24 22 30 29
Glass Door, Single Pane N 6.5 7 1 45.5 12 19 21 19 27 26
Glass Door, Single Pane N 3.25 7 1 22.8 12 19 21 19 27 26
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
Room Depth:16.5 ft Overall Area:740 ft²
Volume: 12210 ft³
Number of Impacted Walls:2
Windows Open 125 Hz 250 Hz 500 Hz 1KHz 2KHz 4KHz
Interior Noise Level:44.5 CNEL 51.7 56.3 58.9 62.8 62.8 56.8 : Exterior Wall Noise Exposure
15.4 22.8 25.6 23.6 31.6 30.6 : Transmission Loss
Windows Closed 28.7 28.7 28.7 28.7 28.7 28.7 : Wall Surface Area Factor
Interior Noise Level:44.5 CNEL 26.9 26.9 26.9 26.9 27.9 27.9 : Absorption
38.1 35.3 35.1 41.0 32.0 27.1 : Noise Level
44.4 CNEL WINDOWS OPEN
125 Hz 250 Hz 500 Hz 1KHz 2KHz 4KHz
51.7 56.3 58.9 62.8 62.8 56.8 : Exterior Wall Noise Exposure
15.4 22.8 25.6 23.6 31.6 30.6 : Transmission Loss
28.7 28.7 28.7 28.7 28.7 28.7 : Wall Surface Area Factor
26.9 26.9 26.9 26.9 27.9 27.9 : Absorption
38.1 35.3 35.1 41.0 32.0 27.1 : Noise Level
44.4 CNEL WINDOWS CLOSED
<N/A>
Traffic
Medium Hard
Train
<N/A>
-------
---- ---------
EXTERIOR TO INTERIOR NOISE REDUCTION ANALYSIS
Project Name: CFA I-5 & Palomar Wall 2 of 2
Project # : S190205
Room Name: Dining/Serving Areas
Noise Level 125 Hz 250 Hz 500 Hz 1KHz 2KHz 4KHz
Source 1: Traffic 54.3 CNEL 37.6 43.1 45.6 49.6 49.6 43.6 : Traffic Spectrum
Source 2: Train 54.1 CNEL 47.5 41.0 47.4 47.6 46.8 43.6 : Train Spectrum
Source 3: <N/A>0.0 CNEL 0.0 0.0 0.0 0.0 0.0 0.0
Source 4: <N/A>0.0 CNEL 0.0 0.0 0.0 0.0 0.0 0.0
Overall:57.2 CNEL 47.9 45.2 49.6 51.7 51.4 46.6 : Effective Noise Spectrum
Assembly Type Open Width Height Qty Total Area 125 Hz 250 Hz 500 Hz 1KHz 2KHz 4KHz
Exterior Wall N 18 10 1 124.0 22 41 49 48 55 62
Window, Insulated Dual-Glazed (STC 25)N 7 8 1 56.0 14 21 24 22 30 29
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
Overall Area:180 ft²
125 Hz 250 Hz 500 Hz 1KHz 2KHz 4KHz
47.9 45.2 49.6 51.7 51.4 46.6 : Exterior Wall Noise Exposure
17.8 26.0 29.0 27.0 35.0 34.1 : Transmission Loss
22.6 22.6 22.6 22.6 22.6 22.6 : Wall Surface Area Factor
26.9 26.9 26.9 26.9 27.9 27.9 : Absorption
25.8 14.9 16.2 20.4 11.1 7.2 : Noise Level
27.7 CNEL WINDOWS OPEN
125 Hz 250 Hz 500 Hz 1KHz 2KHz 4KHz
47.9 45.2 49.6 51.7 51.4 46.6 : Exterior Wall Noise Exposure
17.8 26.0 29.0 27.0 35.0 34.1 : Transmission Loss
22.6 22.6 22.6 22.6 22.6 22.6 : Wall Surface Area Factor
26.9 26.9 26.9 26.9 27.9 27.9 : Absorption
25.8 14.9 16.2 20.4 11.1 7.2 : Noise Level
27.7 CNEL WINDOWS CLOSED
EXTERIOR TO INTERIOR NOISE REDUCTION ANALYSIS
Project Name: CFA I-5 & Palomar Wall 1 of 1
Project # : S190205
Room Name: Kitchen Room Type :
125 Hz 250 Hz 500 Hz 1KHz 2KHz 4KHz
Reverberation Time (sec) : 1.2 1.2 1.2 1.2 1.0 1.0 : Moderately Reflective Room
Room Absorption (Sabins) : 432 432 432 432 540 540
Noise Level 125 Hz 250 Hz 500 Hz 1KHz 2KHz 4KHz
Source 1:68.1 CNEL 51.4 56.9 59.4 63.4 63.4 57.4 : Traffic Spectrum
Source 2:49.2 CNEL 42.6 36.1 42.5 42.7 41.9 38.7 : Train Spectrum
Source 3:0.0 CNEL 0.0 0.0 0.0 0.0 0.0 0.0
Source 4:0.0 CNEL 0.0 0.0 0.0 0.0 0.0 0.0
Overall:68.2 CNEL 51.9 56.9 59.5 63.4 63.4 57.5 : Effective Noise Spectrum
Assembly Type Open Width Height Qty Total Area 125 Hz 250 Hz 500 Hz 1KHz 2KHz 4KHz
Exterior Wall N 60 10 1 558.0 22 41 49 48 55 62
Window, Insulated Dual-Glazed (STC 25)N 7 1.5 4 42.0 14 21 24 22 30 29
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
Room Depth:18 ft Overall Area:600 ft²
Volume: 10800 ft³
Number of Impacted Walls:1
Windows Open 125 Hz 250 Hz 500 Hz 1KHz 2KHz 4KHz
Interior Noise Level:36.3 CNEL 51.9 56.9 59.5 63.4 63.4 57.5 : Exterior Wall Noise Exposure
20.6 32.0 35.4 33.4 41.4 40.5 : Transmission Loss
Windows Closed 27.8 27.8 27.8 27.8 27.8 27.8 : Wall Surface Area Factor
Interior Noise Level:36.3 CNEL 26.4 26.4 26.4 26.4 27.3 27.3 : Absorption
32.7 26.4 25.6 31.5 22.5 17.4 : Noise Level
36.3 CNEL WINDOWS OPEN
125 Hz 250 Hz 500 Hz 1KHz 2KHz 4KHz
51.9 56.9 59.5 63.4 63.4 57.5 : Exterior Wall Noise Exposure
20.6 32.0 35.4 33.4 41.4 40.5 : Transmission Loss
27.8 27.8 27.8 27.8 27.8 27.8 : Wall Surface Area Factor
26.4 26.4 26.4 26.4 27.3 27.3 : Absorption
32.7 26.4 25.6 31.5 22.5 17.4 : Noise Level
36.3 CNEL WINDOWS CLOSED
<N/A>
Traffic
Medium Hard
Train
<N/A>
-------
---- ---------
EXTERIOR TO INTERIOR NOISE REDUCTION ANALYSIS
Project Name: CFA I-5 & Palomar Wall 1 of 1
Project # : S190205
Room Name: Office Room Type :
125 Hz 250 Hz 500 Hz 1KHz 2KHz 4KHz
Reverberation Time (sec) : 0.8 0.8 0.8 0.8 0.7 0.7 : Fairly Absorptive Room
Room Absorption (Sabins) : 34 34 34 34 42 42
Noise Level 125 Hz 250 Hz 500 Hz 1KHz 2KHz 4KHz
Source 1:74.1 CNEL 57.4 62.9 65.4 69.4 69.4 63.4 : Traffic Spectrum
Source 2:39.3 CNEL 32.7 26.2 32.6 32.8 32.0 28.8 : Train Spectrum
Source 3:0.0 CNEL 0.0 0.0 0.0 0.0 0.0 0.0
Source 4:0.0 CNEL 0.0 0.0 0.0 0.0 0.0 0.0
Overall:74.1 CNEL 57.4 62.9 65.4 69.4 69.4 63.4 : Effective Noise Spectrum
Assembly Type Open Width Height Qty Total Area 125 Hz 250 Hz 500 Hz 1KHz 2KHz 4KHz
Exterior Wall N 7 10 1 70.0 22 41 49 48 55 62
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
Room Depth:8 ft Overall Area:70 ft²
Volume:560 ft³
Number of Impacted Walls:1
Windows Open 125 Hz 250 Hz 500 Hz 1KHz 2KHz 4KHz
Interior Noise Level:39.0 CNEL 57.4 62.9 65.4 69.4 69.4 63.4 : Exterior Wall Noise Exposure
22.0 41.0 49.0 48.0 55.0 62.0 : Transmission Loss
Windows Closed 18.5 18.5 18.5 18.5 18.5 18.5 : Wall Surface Area Factor
Interior Noise Level:39.0 CNEL 15.3 15.3 15.3 15.3 16.2 16.2 : Absorption
38.6 25.1 19.6 24.6 16.6 3.6 : Noise Level
39.0 CNEL WINDOWS OPEN
125 Hz 250 Hz 500 Hz 1KHz 2KHz 4KHz
57.4 62.9 65.4 69.4 69.4 63.4 : Exterior Wall Noise Exposure
22.0 41.0 49.0 48.0 55.0 62.0 : Transmission Loss
18.5 18.5 18.5 18.5 18.5 18.5 : Wall Surface Area Factor
15.3 15.3 15.3 15.3 16.2 16.2 : Absorption
38.6 25.1 19.6 24.6 16.6 3.6 : Noise Level
39.0 CNEL WINDOWS CLOSED
<N/A>
Traffic
Medium Soft
Train
<N/A>
-------
---- ---------
EXTERIOR TO INTERIOR NOISE REDUCTION ANALYSIS
Project Name: CFA I-5 & Palomar Wall 1 of 2
Project # : S190205
Room Name: Service Area Room Type :
125 Hz 250 Hz 500 Hz 1KHz 2KHz 4KHz
Reverberation Time (sec) : 1.2 1.2 1.2 1.2 1.0 1.0 : Moderately Reflective Room
Room Absorption (Sabins) : 54 54 54 54 68 68
Noise Level 125 Hz 250 Hz 500 Hz 1KHz 2KHz 4KHz
Source 1:74.1 CNEL 57.4 62.9 65.4 69.4 69.4 63.4 : Traffic Spectrum
Source 2:39.3 CNEL 32.7 26.2 32.6 32.8 32.0 28.8 : Train Spectrum
Source 3:0.0 CNEL 0.0 0.0 0.0 0.0 0.0 0.0
Source 4:0.0 CNEL 0.0 0.0 0.0 0.0 0.0 0.0
Overall:74.1 CNEL 57.4 62.9 65.4 69.4 69.4 63.4 : Effective Noise Spectrum
Assembly Type Open Width Height Qty Total Area 125 Hz 250 Hz 500 Hz 1KHz 2KHz 4KHz
Exterior Wall N 17 10 1 142.0 22 41 49 48 55 62
Window, Insulated Dual-Glazed (STC 25)N 4 7 1 28.0 14 21 24 22 30 29
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
Room Depth:8 ft Overall Area:170 ft²
Volume:1360 ft³
Number of Impacted Walls:2
Windows Open 125 Hz 250 Hz 500 Hz 1KHz 2KHz 4KHz
Interior Noise Level:48.5 CNEL 57.4 62.9 65.4 69.4 69.4 63.4 : Exterior Wall Noise Exposure
19.3 28.6 31.8 29.8 37.8 36.8 : Transmission Loss
Windows Closed 22.3 22.3 22.3 22.3 22.3 22.3 : Wall Surface Area Factor
Interior Noise Level:48.5 CNEL 17.4 17.4 17.4 17.4 18.3 18.3 : Absorption
43.1 39.2 38.6 44.6 35.6 30.6 : Noise Level
48.4 CNEL WINDOWS OPEN
125 Hz 250 Hz 500 Hz 1KHz 2KHz 4KHz
57.4 62.9 65.4 69.4 69.4 63.4 : Exterior Wall Noise Exposure
19.3 28.6 31.8 29.8 37.8 36.8 : Transmission Loss
22.3 22.3 22.3 22.3 22.3 22.3 : Wall Surface Area Factor
17.4 17.4 17.4 17.4 18.3 18.3 : Absorption
43.1 39.2 38.6 44.6 35.6 30.6 : Noise Level
48.4 CNEL WINDOWS CLOSED
<N/A>
Traffic
Medium Hard
Train
<N/A>
-------
---- ---------
EXTERIOR TO INTERIOR NOISE REDUCTION ANALYSIS
Project Name: CFA I-5 & Palomar Wall 2 of 2
Project # : S190205
Room Name: Service Area
Noise Level 125 Hz 250 Hz 500 Hz 1KHz 2KHz 4KHz
Source 1: Traffic 68.1 CNEL 51.4 56.9 59.4 63.4 63.4 57.4 : Traffic Spectrum
Source 2: Train 49.2 CNEL 42.6 36.1 42.5 42.7 41.9 38.7 : Train Spectrum
Source 3: <N/A>0.0 CNEL 0.0 0.0 0.0 0.0 0.0 0.0
Source 4: <N/A>0.0 CNEL 0.0 0.0 0.0 0.0 0.0 0.0
Overall:68.2 CNEL 51.9 56.9 59.5 63.4 63.4 57.5 : Effective Noise Spectrum
Assembly Type Open Width Height Qty Total Area 125 Hz 250 Hz 500 Hz 1KHz 2KHz 4KHz
Exterior Wall N 8 10 1 80.0 22 41 49 48 55 62
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
<N/A>N 0 0 0 0.0 0 0 0 0 0 0
Overall Area:80 ft²
125 Hz 250 Hz 500 Hz 1KHz 2KHz 4KHz
51.9 56.9 59.5 63.4 63.4 57.5 : Exterior Wall Noise Exposure
22.0 41.0 49.0 48.0 55.0 62.0 : Transmission Loss
19.0 19.0 19.0 19.0 19.0 19.0 : Wall Surface Area Factor
17.4 17.4 17.4 17.4 18.3 18.3 : Absorption
31.6 17.6 12.2 17.1 9.1 -3.8 : Noise Level
32.0 CNEL WINDOWS OPEN
125 Hz 250 Hz 500 Hz 1KHz 2KHz 4KHz
51.9 56.9 59.5 63.4 63.4 57.5 : Exterior Wall Noise Exposure
22.0 41.0 49.0 48.0 55.0 62.0 : Transmission Loss
19.0 19.0 19.0 19.0 19.0 19.0 : Wall Surface Area Factor
17.4 17.4 17.4 17.4 18.3 18.3 : Absorption
31.6 17.6 12.2 17.1 9.1 -3.8 : Noise Level
32.0 CNEL WINDOWS CLOSED
APPENDIX G
Manufacturer Data Sheets
Energence® Packaged Gas / Electric 7.5 to 12.5 Ton / Page 33
UNIT CLEARANCES - INCHES (MM)
A
C
DBD
OPTIONALOUTDOORAIR HOOD
D
1 Unit Clearance A B C D Top Clearancein.mm in.mm in.mm in.mm
Service Clearance 60 1524 36 914 36 934 60 1524
UnobstructedClearance to Combustibles 36 914 1 25 1 25 1 25
Minimum Operation Clearance 36 914 36 914 36 914 36 914
NOTE - Entire perimeter of unit base requires support when elevated above the mounting surface.
1 Service Clearance - Required for removal of serviceable parts. Clearance to Combustibles - Required clearance to combustible material. Minimum Operation Clearance - Required clearance for proper unit operation.
OUTDOOR SOUND DATA
Unit
Model Number
Octave Band Linear Sound Power Levels dB, re 10-12 Watts - Center Frequency - Hz 1 Sound Rating Number (SRN) (dBA)125 250 500 1000 2000 4000 8000
092, 102 and 120 76 79 84 83 79 73 66 88
150 75 81 87 85 80 74 70 90
Note - The octave sound power data does not include tonal corrections.
1 Sound Rating Number according to AHRI Standard 270-95 or AHRI Standard 370-2001 (includes pure tone penalty). “SRN” is the overall A-Weighted Sound Power Level, (LWA), dB (100 Hz to 10,000 Hz).
• • /
/
Energence® Packaged Gas / Electric 13 to 25 Ton / Page 52
OUTDOOR SOUND DATA
Unit Model Number
Octave Band Linear Sound Power Levels dB, re 10-12 Watts - Center Frequency - Hz 1 Sound Rating Number (SRN) (dBA)125 250 500 1000 2000 4000 8000
156 71 78 81 81 76 71 63 86
180 80 83 87 88 84 80 71 93
210, 240, 300 79 84 88 89 85 82 73 94
Note - The octave sound power data does not include tonal corrections.
1 Sound Rating Number according to ARI Standard 370-2001 (includes pure tone penalty). “SRN” is the overall A-Weighted Sound Power Level, (LWA), dB (100 Hz to
10,000 Hz).
1 Unit Clearance A B C D Top Clearancein.mm in.mm in.mm in.mm
Service Clearance 60 1524 36 914 36 934 66 1676
UnobstructedClearance to Combustibles 36 914 1 25 1 25 1 25
Minimum Operation Clearance 45 1143 36 914 36 914 41 1041
NOTE - Entire perimeter of unit base requires support when elevated above the mounting surface.
1 Service Clearance - Required for removal of serviceable parts. Clearance to Combustibles - Required clearance to combustible material. Minimum Operation Clearance - Required clearance for proper unit operation.
Note: 210-240-300 sizes shown
Unit With Economizer
D
OUTDOORAIR HOOD
B
C
A
INSTALLATION CLEARANCES
®
B50016-001 49
lo
r
e
n
c
o
o
k
.
c
o
m
CPS & CPA
Size 150
RPM SP Condition Sound power re 10-12 watts LwAOctave bands12345 6 7 8
1400 1.0 Inlet 69 72 78 70 64 66 60 51 74
Outlet 80 74 79 72 69 68 58 52 75
1680 1.0 Inlet 74 78 83 77 71 72 69 62 80Outlet858184797574686182
2.0 Inlet 74 75 79 73 67 67 63 57 75Outlet837779747069646177
1960 1.0 Inlet 78 82 85 83 77 77 77 74 85Outlet908686858078767287
2.0 Inlet 75 79 82 80 74 74 71 64 82Outlet858283827876706384
2240
1.0 Inlet 82 85 87 87 81 80 81 82 89Outlet948889908482808091
2.0 Inlet 80 82 85 85 79 78 77 72 87Outlet908687878480777089
3.0 Inlet 78 80 83 83 76 76 75 68 84Outlet868384848178746786
2520
1.0 Inlet 85 88 90 89 84 83 83 86 92Outlet979191948885838495
2.0 Inlet 84 86 89 88 82 82 82 81 90Outlet948990918784817893
4.0 Inlet 82 83 85 84 79 78 78 71 86Outlet898486868480787289
2800
1.0 Inlet 87 91 93 91 87 86 86 88 95Outlet999493959288868797
3.0 Inlet 85 88 90 89 85 83 83 80 92Outlet959192919086837894
5.0 Inlet 84 86 88 86 82 80 80 75 89Outlet918788878683807691
3080
1.0 Inlet 89 93 95 93 90 88 88 90 97Outlet10197959795918889100
3.0 Inlet 87 91 93 92 89 86 86 85 95Outlet989594959389868398
6.0 Inlet 85 88 90 88 85 83 82 78 91Outlet929090898986837893
3360
1.0 Inlet 90 96 98 96 93 90 90 92 99Outlet102100979997939191102
4.0 Inlet 89 93 95 94 91 88 88 86 97Outlet989795969591888499
8.0 Inlet 90 93 92 90 86 83 83 79 92Outlet959390909087848494
Size 165
RPM SP Condition Sound power re 10-12 watts LwAOctave bands12345 6 7 8
1300 1.0 Inlet 71 75 78 71 66 67 60 52 75Outlet807680737068595277
1560 1.0 Inlet 76 80 84 78 72 74 71 63 81Outlet878186807676696283
2.0 Inlet 75 77 81 73 68 69 64 58 77Outlet847781757270656178
1820 1.0 Inlet 80 83 86 83 78 78 78 76 86Outlet918688868179777488
2.0 Inlet 78 81 84 81 75 75 72 65 83Outlet868385837977716485
2060
1.0 Inlet 84 87 88 87 82 81 82 84 90Outlet958990918583818292
2.0 Inlet 82 84 87 86 80 80 79 74 88Outlet918789888582787290
3.0 Inlet 80 82 85 83 78 78 76 69 85Outlet878486858279756887
2340
1.0 Inlet 87 90 92 91 85 84 85 88 94Outlet989193958986848696
2.0 Inlet 86 88 90 90 83 83 83 83 92Outlet969092938885828094
4.0 Inlet 83 84 87 86 80 80 79 72 88Outlet908588888682797190
2600
1.0 Inlet 89 93 94 93 88 87 87 90 96Outlet1019595979289878898
3.0 Inlet 88 90 92 91 86 85 85 82 93Outlet979294939187847996
5.0 Inlet 85 87 89 88 83 82 82 76 90Outlet928890908884817593
2860
1.0 Inlet 91 95 97 95 91 89 89 92 98Outlet10398979995928990101
3.0 Inlet 90 93 95 93 89 88 87 87 96Outlet1009696979490878599
6.0 Inlet 87 89 92 90 86 84 84 79 93Outlet949192919187847895
3120
1.0 Inlet 93 97 99 97 94 91 91 94 101Outlet1041019910098949292103
4.0 Inlet 91 95 96 95 92 89 89 88 98Outlet10098979796928986100
8.0 Inlet 91 94 94 91 88 85 84 80 94Outlet969392929188868496
The sound power level ratings shown are in decibels, referred to 10-12 watts, calculated per AMCA International Standard 301. The A-weighted sound ratings shown have been calculated per AMCA International Standard 301. Values shown are for inlet LWi, LWiA and outlet LWO, LWOA sound power levels for Installation Type B: free inlet, ducted outlet. Inlet ratings do not include the effects of duct end correction. Outlet ratings include the effects of duct end correction.
Sound Data
APPENDIX H
Pertinent Sections of Transportation Impact Analysis
?
?
?
?
?
?
?
?
?
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§¨5
A
venida
E
ncin
as C ar C o u ntry Dr
CannonRdCannonRd
Legolan
d
D
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Ar
m
a
d
a
Dr
P
a
se
o
D
el
N
orte
PalomarAirport Rd
Carlsbad
Blvd
3
4
1
232
4
2
6
282
6 7
3
4
5
1
2
Time: 1:47 PM
Date: 6/17/2019
N:\3103\Figures Existing Mid-Day Traffic VolumesFigure 3-3
[
Chick-fil-A I-5 & Palomar Airport Road
?
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??
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J
J
L
LJD J
D
D
L
D L
J
L
AD D J
L J L
J
LJD
D
L
J
D
LJD
L
LJD
L
J
D
LJD
L
J
D
LD
L
J
L
J
L
J
LD
J
D
Palomar Airport Rd
I-
5
O
n
R
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p
I-5
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f
f
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Av
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Palomar Airport Rd
Av
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a
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Main Project Drwy
Av
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a
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Av
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N. Project Drwy
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I-
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m
p
I-
5
O
n
R
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p
Palomar Airport Rd
Drwy
DrwyCannon Rd Cannon Rd
Palomar Airport RdPalomar Airport Rd
Palomar Airport Rd
Av
e
n
i
d
a
E
n
c
i
n
a
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1 2 3
4
76
5
B B A
C D
C C
23
164
68142455
180197
11
29
48 27
8
22
8
37
5
18
2425
0
11 27
0
8
27
0
421
3
62
2
49179
96
22
123
11
518933
4
400219264
28
59345
3726329
20
2
64
9
715681
171711
5211,264
72
0
13
2
1,187173
Study Intersections
Intersection Volumes
LOS Mid-Day
LOS A,B,C
LOS D
LOS E
LOS F
Mid-Day Peak Hour Volume (NB)
Mid-Day Peak Hour Volume (SB)
DJL
#
XX
XX
0
0 • • • •
0 O
0 0
0 0
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§¨5
A
venida
E
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CannonRdCannonRd
Legolan
d
D
r
Ar
m
a
d
a
Dr
P
a
se
o
D
el
N
orte
PalomarAirport Rd
Carlsbad
Blvd
6
8
53
7
1
56
6 7
3
4
5
1
2
Time: 1:50 PM
Date: 6/17/2019
N:\3103\Figures Total Project Traffic AssignmentFigure 4-9
[
Chick-fil-A I-5 & Palomar Airport Road
?
?
??
?
J
J D
L D L
J
J
J L
LJ
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JD
L J
L
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D
J
D
Palomar Airport Rd
I-
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R
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I-5
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Av
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Palomar Airport Rd
Av
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Main Project Drwy
Av
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Palomar Airport Rd
Drwy
DrwyCannon Rd Cannon Rd
Palomar Airport RdPalomar Airport Rd
Palomar Airport Rd
Av
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a
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c
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1 2 3
4
76
5
2
2
46
5
5 49
53
56
53
30
3026
-2
174
5089
656
51053
56
10
5
9
47
2627
18
29
189
(Mid-Day Peak Hour)
Study Intersections
Intersection Volumes
Mid-Day Peak Hour Volume (NB)
Mid-Day Peak Hour Volume (SB)
DJL
#
XX
XX
0 0
0 0
0
0 O
0
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A
venida
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Legolan
d
D
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Ar
m
a
d
a
Dr
P
a
se
o
D
el
N
orte
PalomarAirport Rd
Carlsbad
Blvd
4
0
9
285
4
9
7
338
6 7
3
4
5
1
2
Time: 1:49 PM
Date: 6/17/2019
N:\3103\Figures Existing+Project Traffic VolumesFigure 4-11
[
Chick-fil-A I-5 & Palomar Airport Road
?
?
??
?
J
J
L
LJD J
D
D
L
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Palomar Airport Rd
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1,205182
(Mid-Day Peak Hour)
Study Intersections
Intersection Volumes
LOS Mid-Day
LOS A,B,C
LOS D
LOS E
LOS F
Mid-Day Peak Hour Volume (NB)
Mid-Day Peak Hour Volume (SB)
DJL
#
XX
XX
0
0 • • • •
0 O
0 0
0 0
0
APPENDIX I
Temporary Construction Noise Calculations
Noise Attenuation by Distance Calculation
Job:
Job #:
Date:
Source:
Receiver:
Noise Source
72 at 50 feet
Distances
5 feet at 5 feet above grade
5 feet at 5 feet above grade
90 feet
Path Calculation
90 feet
Sound Pressure Level 66.9 at 90 feet
8
40
62.9
Summation
2
Level during 8 hour day:68.4
8/12/2019
Excavator
Worst-Case
S190205.2
Noise Level (dBA)
Chick-fil-A I-5 & Palomar
Hours of Use:
Level During 8 Hour day:
Number of Sources:
Source to Receiver Distance:
Source to Receiver Direct Path Distance:
Source Elevation
Receiver Elevation:
Duty Cycle (%):
Noise Attenuation by Distance Calculation
Job:Chick-fil-A I-5 & Palomar
Job #:
Date:
Source:
Receiver:
Noise Source
76 at 50 feet
Distances
5 feet at 5 feet above grade
5 feet at 5 feet above grade
90 feet
Path Calculation
90 feet
Sound Pressure Level 70.9 at 90 feet
8
40
66.9
S190205.2
8/12/2019
Dozer
Worst-Case
Hours of Use:
Level During 8 Hour day:
Source to Receiver Distance:
Source to Receiver Direct Path Distance:
Duty Cycle (%):
Noise Level (dBA)
Source Elevation
Receiver Elevation:
APPENDIX J
Temporary Construction Vibration Calculations
Construction Vibration Calculation
Job:
Job #:
Date:
Source 1:
Receiver:South PL
Vibration Source
Vibration Level (PPV, in/sec)0.21 at 25 feet
Path Calculation
50 feet
Vibration Level (PPV, in/sec)0.074 at 50 feet
Path Calculation
75 feet
Vibration Level (PPV, in/sec)0.040 at 75 feet
Path Calculation
195 feet
Vibration Level (PPV, in/sec)0.010 at 195 feet
Source to Receiver Direct Path Distance:
CFA I-5 & Palomar
S190205.2
8/12/2019
Vibratory Roller (Worst-Case)
Source to Receiver Direct Path Distance:
Source to Receiver Direct Path Distance:
APPENDIX K
Recommended Products
TECHNICAL DATA
The sealant is used for exposed and
unexposed applications at perimeter
joints, floor and ceiling runners, cut
outs in gypsum board, veneer
plaster systems and other areas
where a sound rated assembly is
required. The sealant can also be
applied or buttered around all
electrical boxes and outlets, cold air
returns, heating and air
conditioning ducts, and other utility
equipment penetrating wall surfaces
for increased acoustical
performance. Also works well for
sealing sill and and base plates in
residential construction.
SPECIFICATIONS
UL Classified – 48S9 (R9732).
Tested in accordance with and
conforms to UL 723: U.B.C.
Standard No. 42-1 Class I.
ASTM E84: Surface Burning
Characteristics of Building
Materials.
ASTM E90-85: Laboratory
Measurement of Airborne-Sound
Transmission Loss of Building
Materials.
ASTM D217: Testing Standard
for Consistency.
PHYSICAL PROPERTIES
Type Synthetic Latex Rubber
Color White
Solids by weight 75%
Toxicity Toxic only if swallowed. Refer to MSDS.
Flammability Nonflammable
Flash Point 200°F. TCC (minimum amount of solvent present)
Tooling/Open Time 15 minutes
Tack Free Time 30 minutes
Cure Time 2-7 days
Application Temperature 40°F minimum
Service Temperature -5°F - 170°F
Freeze-Thaw Stability 3 cycles. Unaffected by freezing after curing
Shelf Life 1 year from date made at 75°F
Sag or Slump Nil (ASTM D2202)
VOC Level 22g/l or <1% by wt.
Shore “A” Hardness 45 +/-5 (Cured 30 days @ room temp.)
Clean-up Water and soap before curing
Accelerated Weathering No cracks, discoloration or chalking: 1000
hrs. in Xenon Arc Weatherometer
_____________________________________________________
ASTM C919-79: Standard
Practice for Use of Sealants in
Acoustical Applications.
SCAQMD Rule 1168 V.O.C.;
CARB; and BAAQMD compliant
GREENGUARD Certified
Meets LEEDS requirements
LIMITATIONS
Keep from freezing
Do not use below 40°F. (5°C.).
Not recommended for use on
mirrors or underwater
applications.
Not recommended for exterior
use.
PACKAGING
28 oz. cartridges – 12 per case
(Item No. GS79928)
STORAGE
Store at 70°F. +/- 5° (21°C) for
long shelf life and easy application.
Do not store below 40°F. (5°C.).
COVERAGE
3/8” round bead size: approx. 40
lin. ft. per 28 oz. cartridge.
¼” round bead size: Approx. 89 lin.
ft. / 28oz cartridge.
DRAFT &
ACOUSTICAL
SOUND SEALANT
OSI® Greenseries™ Draft &
Acoustical Sound Sealant is a
non-flammable, latex-based sealant
specially designed to reduce sound
transmissions and drafts in all types
of wall systems where a sound-
rated assembly is required. Its
primary function is to achieve and
maintain the specific STC (Sound
Transmission Class) value of the
system designed.
The paintable sealant remains
flexible and adheres firmly to wood,
metal studs, concrete, gypsum
board and most other building
materials. The easy-to-use sealant
cleans up easily with soap and
water.
FEATURES
Permanently flexible
Easy application and cleanup
UL Classification – R9732; UL
723
Easy water cleanup
Low VOC, compliant formula
Will not harden, crack or
separate
Non-staining & non-migrating
High degree of adhesive and
cohesive strength.
USES
Greenseries™ Draft & Acoustical
was developed primarily for
commercial construction utilizing
light weight cavity walls and floor
systems. Draft & Acoustical Sealant
is used successfully in office
buildings, hotels, apartment
complexes, and other types of
commercial & residential
construction.
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(W\ w
BASIC USES
• AC-20 FTR
®fire-rated systems are
suitable for applications in schools,
hospitals,churches,high-rise office
buildings and hotels,prisons,sports
arenas,and other public-use buildings to
ensure a safe and orderly evacuation in
the event of a fire.
PACKAGING
•30 fl.oz.(.887 liter) fiber cartridges
•5-gallon (18.9 liter) pails
COLOR
•White,Beige-Gray
Special colors available in 250-gallon
(946 liter) batches.
Test Property Value Procedure
Modulus @ 100% (psi)15-20 ASTM D412
Ultimate Tensile (psi)30-40 ASTM D412
Ultimate Elongation (%)400-500 ASTM D412
Movement Capability (%)±7 1/2 ASTM D412
VOC Content 31 g/L
Since Pecora architectural sealants are applied to varied substrates under diverse environmental conditions and construction situations it is recommended that substrate testing be conducted prior to application.
TYPICAL PHYSICAL PROPERTIES
Specification Data SheetAC-20 FTR®
(Fire & Temperature Rated) Acoustical & Insulation Sealant
2. MANUFACTURER
Pecora Corporation
165 Wambold Road
Harleysville,PA 19438
Phone: 215-723-6051
800-523-6688
Fax: 215-721-0286
Website:www.pecora.com
3.PRODUCT DESCRIPTION
AC-20 FTR®is a unique acrylic latex
sealant that is UL®Classified in
firestopping systems for expansion joints
and through penetrations.When properly
installed,these systems effectively contain
fire,smoke,toxic fumes,and water within a
given area surrounded by firewalls for a
two,three,or four hour period,depending
on the design specifications.
Other Uses:Excellent adhesive,flexibility
and durability qualities make AC-20 FTR®
ideal for insulating and weatherproofing
around windows,doors,panels,siding,duct
work,base plates,etc.It is compatible with
all common building materials including
specialties such as polystyrene,
polyurethane,cork,vinyl,foamed and
fibrous glass.
Used as an acoustical sealant,AC-20 FTR®
reduces sound transmission in partition
systems to achieve specific STC values by
sealing spaces around cut-outs and at
perimeters of partitions.The sealant cures
to a tough rubber to form a long-lasting
acoustical seal.
4.TECHNICAL DATA
Applicable Standards:ASTM C-834-86
specification for latex sealing compounds.
Fire Rated System:Two-hour Fire and
Temperature Rated wall and floor joint
systems up to 7" (178mm) wide and
four-hour systems up to 4" wide can be
designed with AC-20 FTR®in conjunction
with Ultra Block fire blocking material in
fire-rated walls and floors.Reference:
ANSI/UL 263,ASTM E-119,NFPA No.251.
UNDERWRITERS
LABORATORIES INC.®
CLASSIFIED
JOINT TREATMENT MATERIALS
FIRE RESISTANCE
CLASSIFICATION
DESIGNS J900H (FFS 0006) &U900 "O"
(WWS 0010),J900Z (FFS 2002),U900Z-
009 (WWS 2008),J900Z-007 (FFS 1010),
U900Z-015 (WWS 1012)
AC-20 FTR®in conjunction with Ultra
Block®achieves a 2-hour fire rating when
sealing around steel or copper pipe and
electrical metallic tubing or steel conduit in
through penetration systems.Reference:
ANSI/UL 1479,ASTM E-814.
FILL,VOID OR CAVITY MATERIALS
CLASSIFIED BY
UNDERWRITERS
LABORATORIES INC.
FOR USE IN
THROUGH-PENETRATION
FIRESTOP SYSTEM NO.CAJ 1093
In addition to its fire-blocking value,Ultra
Block®is very efficient acoustically,having a
noise reduction coefficient of .75 and
sound transmission coefficient of .5 (Ultra
Block®is a registered trademark of Backer
Rod Mfg.and Supply Co.,Denver,CO,USA.)
5.INSTALLATION
Surface Preparation:Surfaces must be
free of all contamination.Sealant may be
applied to damp,porous surfaces.No
priming is required.
Application:Refer to Pecora
Firestopping Manual 07270 and UL Fire
Resistance Directory for installation details
on fire-rated joint and through penetration
systems.For insulating and weatherproof-
ing purposes,fill all window,door,and
panel perimeter joints using a resilient
backer rod to control sealant depth to
1/2" (13mm) maximum.For best results,
protect sealant from excessive low
temperatures and apply above 40°F (4°C).
For acoustical purposes,apply continuous
UL®
CLASSIFIED
~~PECORA
, ~ CORPORATION
0
PEOPLE • PRODUCTS • PERFORMANCE
HARLEYSVILLE, PA
165 Wambold Road, Harleysville, PA 19438
Phone: 800-523-6688 • 215-723-6051 • FAX: 215-721-0286
DALLAS,TX
11501 Hillguard Road, Dallas,TX 75243
Phone: 800-233-9754 • 214-348-5313 • FAX: 214-348-5421
www.pecora.com
Specification Data Sheet
beads of sealant to seal perimeters of all
sound-rated partitions.Apply sealant in the
angles formed by metal components or
base-layer panels and abutting surfaces.
Apply sealant around all openings formed
for outlets;electrical,telephone,light
fixtures,etc.
Tooling:Tool material flush with surfaces
to allow for expected shrinkage and insure
good contact and adhesion to the
substrate.
Cleaning:Remove excess material with
water or a damp cloth before it cures.
Sealant may be painted within 30 minutes
after application with a good grade of latex
paint.
Shelf Life:AC-20 FTR®has a shelf life
well in excess of one year when stored in
unopened containers below 80° F (27°C).
Precautions:AC-20 FTR®is
non-flammable,non-toxic,non-irritating
and environmentally safe.However,do not
take internally.Refer to Material Safety
Data Sheet for additional information.
Ultra Block®is a non-carcinogenic
processed continuous filament textile glass
fiber that may cause skin,eye and
respiratory irritation.When applying,wear
long sleeves,gloves,cap,goggles or safety
glasses and NIOSH/MSHA-approved dust
respirator.After use bathe with soap and
warm water.Wash clothes separately and
rinse after use.Refer to Material Safety
Data Sheet for additional information.
FOR PROFESSIONAL USE ONLY.
KEEP OUT OF THE REACH
OF CHILDREN.
6.AVAILABILITY AND COST
Pecora products are available from our
stocking distributors in all major cities.
For the name and telephone number of
your nearest representative call one of our
locations listed below or visit our website
at www.pecora.com.
7.WARRANTY
Pecora Corporation warrants its products
to be free of defects.Under this warranty,
we will provide,at no charge,replacement
materials for,or refund the purchase price
of,any product proven to be defective
when installed in accordance with our
published recommendations and in
applications considered by us as suitable
from this product.This warranty in lieu of
any and all other warranties expressed or
implied,and in no case will Pecora be liable
for incidental or consequential damages.
8.MAINTENANCE
If the sealant is damaged and the bond is
intact,cut out the damaged area and
recaulk.No primer is required.If the bond
has been affected,remove the sealant,
clean and prepare the joint in accordance
with instructions under "Installation".
9.TECHNICAL SERVICES
Pecora representatives are available to
assist you in selecting an appropriate
product and to provide on-site application
instructions or to conduct jobsite
inspections.For further assistance call our
Technical Service Department at
800-523-6688.
3K0704
, _, CORPORATION
~ ISO 9001 :2000 a KEMA CERTIFICATE
IAII Accredited by
~l ANSI-RAB NAP
,~PECORA
---------------------------