HomeMy WebLinkAboutAppendix H - Noise Study
Appendix H
Noise Study
Begonia Village at Route 66 Project
Noise and Vibration Study
prepared for
Begonia Real Estate Development, LLC
300 Spectrum Center Drive, Suite 400
Irvine, California 92618
prepared by
Rincon Consultants, Inc.
250 East 1st Street, Suite 1400
Los Angeles, California 90012
July 2022
Table of Contents
Noise and Vibration Study i
Table of Contents
1 Project Description and Impact Summary ...................................................................................... 1
1.1 Introduction ........................................................................................................................ 1
1.2 Project Summary ................................................................................................................. 1
2 Background ..................................................................................................................................... 6
2.1 Overview of Sound Measurement ...................................................................................... 6
2.2 Vibration ............................................................................................................................. 7
2.3 Sensitive Receivers .............................................................................................................. 7
2.4 Project Noise Setting ........................................................................................................... 8
2.5 Regulatory Setting ............................................................................................................. 11
3 Methodology ................................................................................................................................ 15
3.1 Construction Noise ............................................................................................................ 15
3.2 Groundborne Vibration ..................................................................................................... 16
3.3 Operational Noise Sources ................................................................................................ 17
3.4 Traffic Noise ...................................................................................................................... 18
3.5 Significance Thresholds ..................................................................................................... 21
4 Impact Analysis ............................................................................................................................. 22
4.1 Issue 1 ............................................................................................................................... 22
4.2 Issue 2 ............................................................................................................................... 25
4.3 Issue 3 ............................................................................................................................... 26
5 Conclusion ..................................................................................................................................... 27
6 References .................................................................................................................................... 28
Tables
Table 1 Summary of Impacts ........................................................................................................... 1
Table 2 Project Site Vicinity Sound Level Monitoring Results ......................................................... 8
Table 3 Sound Level Monitoring Traffic Counts .............................................................................. 9
Table 4 Project Site Noise Monitoring Results – Long Term ........................................................... 9
Table 5 Noise Standards ................................................................................................................ 14
Table 6 Vibration Levels Measured during Construction Activities ............................................... 16
Table 7 AASHTO Maximum Vibration Levels for Preventing Damage ........................................... 16
Table 8 Human Response to Steady State Vibration ..................................................................... 17
Table 9 Human Response to Transient Vibration .......................................................................... 17
Table 10 Modeled HVAC .................................................................................................................. 18
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Table 11 Existing and Proposed ADT Volume .................................................................................. 19
Table 12 Operating Year and Operating Year With Project ADT Volume ........................................ 20
Table 13 Parking Structure Noise Levels .......................................................................................... 22
Table 14 Off-site Traffic Volume Noise Increases (Existing) ............................................................ 24
Table 15 Opening Year 2030 and Opening Year 2030 + Project Traffic Noise Increases ................ 25
Figures
Figure 1 Regional Location ................................................................................................................ 2
Figure 2 Project Location .................................................................................................................. 3
Figure 3 Conceptual Site Plan ........................................................................................................... 5
Figure 4 Noise Measurement Locations ......................................................................................... 10
Appendices
Appendix A Noise Measurement Data
Appendix B Noise Modeling Results
Appendix C Sample HVAC Specifications
Project Description and Impact Summary
Noise and Vibration Study 1
1 Project Description and Impact Summary
1.1 Introduction
This study analyzes the potential noise and vibration impacts associated with the construction and
operation of the proposed Begonia Village at Route 66 project (hereafter referred to as proposed
project or project) located at in the City of Fontana (City), California. Rincon Consultants, Inc.
(Rincon) prepared this study under contract to the Begonia Real Estate Development, LLC. in
support of the environmental documentation being prepared pursuant to the California
Environmental Quality Act (CEQA). Table 1 provides a summary of project impacts.
Table 1 Summary of Impacts
Issue
Proposed Project’s
Level of Significance
Applicable
Recommendations
Would the project result in generation of a substantial temporary or
permanent increase in ambient noise levels in the vicinity of the
project in excess of standards established in the local general plan or
noise ordinance, or applicable standards of other agencies?
Less than significant
impact (Construction)
Less than significant
impact (Operation)
None
Would the project result in the exposure of persons to or generation of excessive groundborne vibration or groundborne noise levels? Less than significant impact (Construction)
Less than significant impact (Operation)
None
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
None
1.2 Project Summary
Project Location
The 10.2-acre project site (Assessor Parcel Numbers [APN] 111-036-115, 111-036-116, 111-036-122,
and 111-036-123) is located in the City of Fontana. The project site is zoned multi-family high
density residential (R-5) with a General Plan Land Use designation of multi-family high residential (R-
MFH) within the City of Fontana General Plan Area. The project site is currently undeveloped. See
Figure 1 and Figure 2 for the project site location in a regional context and local context.
The site is surrounded by residential properties to the north, an undeveloped lot to the west, and
commercial properties to the east and south. The properties to the north, west, east, and south of
the project site are zoned Transitional Form-Based Code (FBC).
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Figure 1 Regional Location
Project Description and Impact Summary
Noise and Vibration Study 3
Figure 2 Project Location
Begonia Real Estate Development, LLC Begonia Village at Route 66 Project
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Project Description
The project involves the construction of a 406-unit multi-family residential gated community with
amenities such as a pool, exercise facilities, spa, and walking paths. The project includes 13 two-
story structures that are designed to appear as a hybrid of apartment, townhome, and single-family
home (referred to as a Big House), as well as one four-story wrap building. Each Big House would
include 12 residences with a mix of one-, two-, and three-bedroom units. The project would also
include one large, four-story wrap building containing one- and two-bedroom units, with a total of
250 residences. A four-story aboveground parking structure with 458 spaces would provide parking
for the units within the four-story wrap building, while individual parking garages with direct access
would be provided for the units within the Big House structures. Additionally, 28 surface parking
spaces would also be provided. Eight to twelve Level Two electric vehicle (EV) chargers would be
installed on the site and all of the Big House garages would be wired and EV capable.
The project would also provide approximately 182,914 square feet (sf) of common open space,
including a 1,665-sf fitness center, a 822-sf indoor-outdoor recreation center, two pools (including a
rooftop pool and lounge area on the wrap building), courtyard, lounge area, fire pits, barbecue grills,
walking paths, and dog park. Each residential unit would also be equipped with balconies and/or
patios for private open space, each with a minimum of either 80 sf or 120 sf pursuant to the
requirements of Fontana Municipal Code (FMC) Section 30.447, for a total of 41,430 sf of private
open space. The project also includes a leasing office.
The project site would be accessed by residents and visitors by a gated entrance on Tokay Avenue,
with additional emergency access points on Foothill Boulevard and Tokay Avenue north of the main
entrance. The project would include the addition of a dedicated left turn lane and right turn lane on
Tokay Avenue for movements in and out of the community; other than restriping lanes for the
dedicated turn lanes, the project would not alter Tokay Avenue (e.g., no roadway widening
required). Pedestrians would be able to access the project site via the sidewalks along Tokay Avenue
and Foothill Boulevard. Figure 3 shows the conceptual project site plan.
Project Description and Impact Summary
Noise and Vibration Study 5
Figure 3 Conceptual Site Plan
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2 Background
2.1 Overview of Sound Measurement
Sound is a vibratory disturbance created by a moving or vibrating source, which is capable of being
detected by the hearing organs. Noise is defined as sound that is loud, unpleasant, unexpected, or
undesired and may therefore be classified as a more specific group of sounds. The effects of noise
on people can include general annoyance, interference with speech communication, sleep
disturbance, and, in the extreme, hearing impairment (California Department of Transportation
[Caltrans] 2013).
Noise levels are commonly measured in decibels (dB) using the A-weighted sound pressure level
(dBA). The A-weighting scale is an adjustment to the actual sound pressure levels so that they are
consistent with the human hearing response, which is most sensitive to frequencies around
4,000 Hertz and less sensitive to frequencies around and below 100 Hertz (Kinsler, et. al. 1999).
Decibels are measured on a logarithmic scale that quantifies sound intensity in a manner similar to
the Richter scale used to measure earthquake magnitudes. A doubling of the energy of a noise
source, such as doubling of traffic volume, would increase the noise level by 3 dB; dividing the
energy in half would result in a 3 dB decrease (Crocker 2007).
Human perception of noise has no simple correlation with sound energy: the perception of sound is
not linear in terms of dBA or in terms of sound energy. Two sources do not “sound twice as loud” as
one source. It is widely accepted that the average healthy ear can barely perceive changes of 3 dBA,
increase or decrease (i.e., twice the sound energy); that a change of 5 dBA is readily perceptible
(8 times the sound energy); and that an increase (or decrease) of 10 dBA sounds twice (half) as loud
(Crocker 2007).
Sound changes in both level and frequency spectrum as it travels from the source to the receiver.
The most obvious change is the decrease in level as the distance from the source increases. The
manner by which noise reduces with distance depends on factors such as the type of sources (e.g.,
point or line, the path the sound will travel, site conditions, and obstructions). Noise levels from a
point source typically attenuate, or drop off, at a rate of 6 dBA per doubling of distance (e.g.,
construction, industrial machinery, ventilation units). Noise from a line source (e.g., roadway,
pipeline, railroad) typically attenuates at about 3 dBA per doubling of distance (Caltrans 2013). The
propagation of noise is also affected by the intervening ground, known as ground absorption. A hard
site, such as a parking lot or smooth body of water, receives no additional ground attenuation and
the changes in noise levels with distance (drop-off rate) result from simply the geometric spreading
of the source. An additional ground attenuation value of 1.5 dBA per doubling of distance applies to
a soft site (e.g., soft dirt, grass, or scattered bushes and trees) (Caltrans 2013). Noise levels may also
be reduced by intervening structures; the amount of attenuation provided by this “shielding”
depends on the size of the object and the frequencies of the noise levels. Natural terrain features
such as hills and dense woods, and man-made features such as buildings and walls, can significantly
alter noise levels. Generally, any large structure blocking the line of sight will provide at least a
5-dBA reduction in source noise levels at the receiver (Federal Highway Administration [FHWA]
2011). Structures can substantially reduce exposure to interior noise as well. The FHWA’s guidelines
indicate that modern building construction generally provides an exterior-to-interior noise level
reduction of 20 to 35 dBA with closed windows.
Background
Noise and Vibration Study 7
The impact of noise is not a function of loudness alone. The time of day when noise occurs, and the
duration of the noise are also important factors of project noise impact. Most noise that lasts for
more than a few seconds is variable in its intensity. Consequently, a variety of noise descriptors
have been developed. One of the most frequently used noise metrics is the equivalent noise level
(Leq); it considers both duration and sound power level. Leq is defined as the single steady A-
weighted level equivalent to the same amount of energy as that contained in the actual fluctuating
levels over time.
Noise that occurs at night tends to be more disturbing than that occurring during the day.
Community noise is usually measured using Day-Night Average Level (Ldn), which is the 24-hour
average noise level with a +10 dBA penalty for noise occurring during nighttime (10:00 p.m. to
7:00 a.m.) hours. It is also measured using CNEL, which is the 24-hour average noise level with a
+5 dBA penalty for noise occurring from 7:00 p.m. to 10:00 p.m. and a +10 dBA penalty for noise
occurring from 10:00 p.m. to 7:00 a.m. (Caltrans 2013). Noise levels described by Ldn and CNEL
usually differ by about 1 dBA. The relationship between the peak-hour Leq value and the Ldn/CNEL
depends on the distribution of traffic during the day, evening, and night.
2.2 Vibration
Groundborne vibration of concern in environmental analysis consists of the oscillatory waves that
move from a source through the ground to adjacent structures. The number of cycles per second of
oscillation makes up the vibration frequency, described in terms of Hz. The frequency of a vibrating
object describes how rapidly it oscillates. The normal frequency range of most groundborne
vibration that can be felt by the human body starts from a low frequency of less than 1 Hz and goes
to a high of about 200 Hz (Crocker 2007).
While people have varying sensitivities to vibrations at different frequencies, in general they are
most sensitive to low-frequency vibration. Vibration in buildings, such as from nearby construction
activities, may cause windows, items on shelves, and pictures on walls to rattle. Vibration of building
components can also take the form of an audible low-frequency rumbling noise, referred to as
groundborne noise. Groundborne noise is usually only a problem when the originating vibration
spectrum is dominated by frequencies in the upper end of the range (60 to 200 Hz), or when
foundations or utilities, such as sewer and water pipes, physically connect the structure and the
vibration source (FTA 2018). Although groundborne vibration is sometimes noticeable in outdoor
environments, it is almost never annoying to people who are outdoors. The primary concern from
vibration is that it can be intrusive and annoying to building occupants and vibration-sensitive land
uses.
Vibration amplitudes are usually expressed in peak particle velocity (PPV) or root mean squared
(RMS) vibration velocity. The PPV and RMS velocity are normally described in inches per second
(in/sec). PPV is defined as the maximum instantaneous positive or negative peak of a vibration
signal. PPV is often used in monitoring of blasting vibration because it is related to the stresses that
are experienced by buildings (Caltrans 2020).
2.3 Sensitive Receivers
Noise exposure goals for various types of land uses reflect the varying noise sensitivities associated
with those uses. Sensitive land uses are generally defined as locations where people reside or where
the presence of noise could adversely affect the use of the land. The City of Fontana General Plan
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list of noise sensitive uses includes residential uses; hospitals; rest homes; long term care facilities;
mental care facilities; schools; libraries; places of worship; and passive recreation uses (City of
Fontana 2018). Existing sensitive receivers in the area include the single-family residences located
adjacent to and north of the project site (Tokay Manor Mobile Home Park) and single-family
residential homes approximately 75 feet northeast of the project site across Tokay Avenue.
Vibration sensitive receivers are similar to noise sensitive receivers, such as residences and
institutional uses (e.g., schools, libraries, and religious facilities). The General Plan does not identify
vibration sensitive receivers; however, concert halls, hospitals, libraries, research operations,
residential areas, schools, and offices would also be considered vibration sensitive uses. Vibration
sensitive receivers also include buildings where vibrations may interfere with vibration-sensitive
equipment, affected by levels that may be well below those associated with human annoyance (FTA
2018; Caltrans 2013). Vibration sensitive receivers near the project site include the mobile homes
and single-family residential homes discussed above.
2.4 Project Noise Setting
The most common source of noise in the project site vicinity is vehicular traffic from Foothill
Boulevard and to a lesser extent, Tokay Avenue. To characterize ambient sound levels at and near
the project site, two short term 15-minute and one long term 24-hour noise level measurements
were conducted on June 15, 2021. Noise Measurement (NM) 1 was conducted at the northeastern
edge of the project site to capture noise levels attributable to Tokay Avenue. NM2 was conducted
near southern portion of the project site approximately 75 feet from the centerline of Foothill
Boulevard to capture ambient noise levels near the center of the project site. Additionally, the long-
term noise measurement was conducted near the center of the project site approximately 240 feet
from the centerline of Foothill Boulevard to capture ambient noise levels near the center of the
project site. Table 2 summarizes the results of the short-term noise measurements, Table 3 shows
the recorded traffic volumes during short term noise measurements, Table 4 summarizes the results
of the long-term noise measurements, and Figure 4 shows noise measurement locations.
Table 2 Project Site Vicinity Sound Level Monitoring Results
Measurement
Location Measurement Location Sample Times
Approximate Distance
to Primary Noise Source
Leq
(dBA)
Lmin
(dBA)
Lmax
(dBA)
NM1 Northeastern property
boundary, adjacent
Tokay Avenue
9:41 – 9:56 a.m. Approximately 55 feet to
Tokay Avenue centerline
51 38 69
NM2 Southern property
boundary, adjacent to
Foothill Boulevard
10:21 – 10:35
a.m.
Approximately 75 feet to
Foothill Boulevard
centerline
62 45 84
dBA = A-weighted decibels; Leq = equivalent noise level; Lmin = minimum noise level, Lmax = maximum noise level
Detailed sound level measurement data are included in Appendix A.
Background
Noise and Vibration Study 9
Table 3 Sound Level Monitoring Traffic Counts
Measurement Roadway Traffic Autos Medium Trucks Heavy Trucks
NM1 Tokay Avenue 15-minute count 74 0 0
One-hour equivalent 296 0 0
NM2 Foothill Boulevard 15-minute count 283 4 3
One-hour equivalent 1,132 16 9
Percent 98.3% 1.1% 0.6%
Note: Detailed sound level measurement data are included in Appendix A.
Table 4 Project Site Noise Monitoring Results – Long Term
Sample Time dBA Leq Sample Time dBA Leq
24-hour Measurement – June 15-16, 2020
11:25 a.m. 50 11:25 p.m. 51
12:25 p.m. 46 12:25 a.m. 48
1:25 p.m. 51 1:25 a.m. 49
2:25 p.m. 49 2:25 a.m. 43
3:25 p.m. 55 3:25 a.m. 53
4:25 p.m. 55 4:25 a.m. 57
5:25 p.m. 49 5:25 a.m. 60
6:25 p.m. 49 6:25 a.m. 54
7:25 p.m. 51 7:25 a.m. 52
8:25 p.m. 50 8:25 a.m. 63
9:25 p.m. 51 9:25 a.m. 48
10:25 p.m. 56 10:25 a.m. 52
24-hour Noise Level (dBA CNEL) 60
dBA = A-weighted decibels; Leq = equivalent noise level; CNEL = community equivalent noise level
See Figure 4 for Noise Measurement Locations; see Appendix A for full measurement details.
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Figure 4 Noise Measurement Locations
Background
Noise and Vibration Study 11
2.5 Regulatory Setting
Federal
FTA Transit and Noise Vibration Impact Assessment Manual
The FTA provides reasonable criteria for assessing construction noise impacts based on the potential
for adverse community reaction in their Transit and Noise Vibration Impact Assessment Manual
(FTA 2018). For residential, commercial, and industrial uses, the daytime noise threshold is 80 dBA
Leq, 85 dBA Leq, and 90 dBA Leq for an 8-hour period, respectively.
State
California regulates freeway noise, sets standards for sound transmission, provides occupational
noise control criteria, identifies noise standards, and provides guidance for local land use
compatibility. State law requires each county and city to adopt a General Plan that includes a Noise
Element prepared per guidelines adopted by the Governor’s Office of Planning and Research. The
purpose of the Noise Element is to limit the exposure of the community to excessive noise levels.
CEQA requires all known environmental effects of a project be analyzed, including environmental
noise impacts.
California Noise Control Act of 1973
California Health and Safety Code Sections 46000 through 46080, known as the California Noise
Control Act, find that excessive noise is a serious hazard to public health and welfare and that
exposure to certain levels of noise can result in physiological, psychological, and economic damage.
The act also finds that there is a continuous and increasing bombardment of noise in urban,
suburban, and rural areas. The California Noise Control Act declares that the State of California has a
responsibility to protect the health and welfare of its citizens by the control, prevention, and
abatement of noise. It is the policy of the State to provide an environment for all Californians that is
free from noise that jeopardizes their health or welfare.
California Building Code
CCR Title 24, Building Standards Administrative Code, Part 2, and the California Building Code codify
the state noise insulation standards. These noise standards apply to new construction in California
to control interior noise levels as they are affected by exterior noise sources. The regulations specify
that interior noise levels for residential and school land uses should not exceed 45 dBA CNEL.
City of Fontana Noise Standards
City of Fontana General Plan Noise and Safety Element
The City maintains the health and welfare of its residents with respect to noise through abatement
ordinances and land use planning. The City’s General Plan includes goals and policies with the intent
to reduce excessive noise impacts.
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Goal 8: The City of Fontana protects sensitive land uses from excessive noise by diligent planning
through 2035.
Policies
New sensitive land uses shall be prohibited in incompatible areas.
Noise-tolerant land uses shall be guided into areas irrevocably committed to land uses that
are noise-producing, such as transportation corridors.
Where sensitive uses are to be placed along transportation routes, mitigation shall be
provided to ensure compliance with state- mandated noise levels.
Noise spillover or encroachment from commercial, industrial, and educational land uses
shall be minimized into adjoining residential neighborhoods or noise-sensitive uses.
Actions
A. The following uses shall be considered noise-sensitive and discouraged in areas in
excess of 65 dBA CNEL (Community Noise Equivalent Level): Residential Uses; Hospitals;
Rest Homes; Long Term Care Facilities; and Mental Care Facilities.
B. The following uses shall be considered noise-sensitive and discouraged in areas in
excess of 65 Leq (12) (Equivalent Continuous Sound Level): Schools; Libraries; Places of
Worship; and Passive Recreation Uses.
C. The State of California Office of Planning and Research General Plan Guidelines shall be
followed with respect to acoustical study requirements.
Goal 9: The City of Fontana provides a diverse and efficiently operated ground transportation
system that generates the minimum feasible noise on its residents through 2035.
Policies
All noise section of the State Motor Vehicle Code shall be enforced.
Roads shall be maintained such that the paving is in good condition and free of cracks,
bumps, and potholes.
Noise mitigation measures shall be included in the design of new roadway projects in the
city.
Actions
A. On-road trucking activities shall continue to be regulated in the City to ensure noise
impacts are minimized, including, including the implementation of truck-routes based
on traffic studies.
B. Development that generates increased traffic and subsequent increases in the ambient
noise level adjacent to noise-sensitive land uses shall provide appropriate mitigation
measures.
C. Noise mitigation practices shall be employed when designing all future streets and
highways, and when improvements occur along existing highway segments.
D. Explore the use of “quiet pavement” materials for street improvements
Background
Noise and Vibration Study 13
Goal 10: Fontana’s residents are protected from the negative effects of “spillover” noise.
Policy
Residential land uses and areas identified as noise-sensitive shall be protected from
excessive noise from non-transportation sources including industrial, commercial, and
residential activities and equipment.
Actions
A. Projects located in commercial areas shall not exceed stationary- source noise standards
at the property line of proximate residential or commercial uses.
B. Industrial uses shall not exceed commercial or residential stationary source noise
standards at the most proximate land uses.
C. Non-transportation noise shall be considered in land use planning decisions.
D. Construction shall be performed as quietly as feasible when performed in proximity to
residential or other noise sensitive land uses.
City of Fontana Municipal Code
Chapter 18, Article II (Noise) of the FMC seeks to control unnecessary, excessive, and annoying noise
and vibration. The following sections would be applicable to the proposed project:
Section 18-63(b)(6), Loading, unloading or opening boxes. The creation of a loud, excessive,
impulsive or intrusive and excessive noise in connection with loading or unloading of any vehicle
or the opening and destruction of bales, boxes, crates and containers within 50 feet or more
from the edge of the property.
Section 18-63(b)(7), Construction or repairing of buildings or structures. Construction activity is
limited between the hours of 7:00 a.m. and 6:00 p.m. on weekdays and between the hours of
8:00 a.m. and 5:00 p.m. on Saturdays except in the case of urgent necessity. Project
construction noise levels are, therefore, considered exempt from municipal regulation if
activities occur within the hours specified in the City of Fontana Municipal Code, Section 18-
63(7) of 7:00 a.m. to 6:00 p.m. on weekdays and between the hours of 8:00 a.m. to 5:00 p.m. on
Saturdays. However, if activity occurs outside of these hours, the City of Fontana stationary-
source (operational) noise level standards of 70 dBA Leq during the daytime hours, and 65 dBA
Leq during the nighttime hours shall apply.
Section 18-63(b)(8), Noise near schools, courts, place of worship or hospitals. The creation of
any loud, excessive, impulsive or intrusive noise on any street adjacent to any school, institution
of learning, places of worship or court while the premises are in use, or adjacent to any hospital
which unreasonably interferes with the workings of such institution or which disturbs or unduly
annoys patients in the hospital; provided conspicuous signs are displayed in such streets
indicating that the street is a school, hospital or court street.
Section 18-63(b)(10), Piledrivers, hammers, etc. The operation between the hours of 6:00 p.m.
and 7:00 a.m. of any piledriver, steamshovel, pneumatic hammer, derrick, steam or electric
hoist or other appliance, the use of which is attended by loud, excessive, impulsive or intrusive
noise.
Section 18-63(b)(11), Blowers. The operation of any noise-creating blower or power fan or any
internal combustion engine other than from the hours of 7:00 a.m. and 6:00 p.m. on a weekday
and the hours of 8:00 a.m. and 5:00 p.m. on a Saturday, the operation of which causes noise
Begonia Real Estate Development, LLC Begonia Village at Route 66 Project
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due to the explosion of operating gases or fluids, unless the noise from such blower or fan is
muffled and such engine is equipped with a muffler device sufficient to deaden such noise.
Section 30-469, Noise. States that no use shall create or cause to be created any sound that
exceeds the ambient noise standards in Table 5 in residential zones.
Table 5 Noise Standards
Location of Measurements Maximum Allowable
All Zoning Districts 7:00 a.m. until 10:00 p.m. 10:00 p.m. until 7:00 a.m.
Interior 45 dBA 45 dBA
Exterior 65 dBA 65 dBA
dBA=A-weighted decibels.
Source: Table 30-469 of the Fontana Municipal Code
Section 30-470, Vibration. States that no use shall create or cause to be created any activity
that causes a vibration that can be felt beyond the property line with or without the aid of an
instrument.
Methodology
Noise and Vibration Study 15
3 Methodology
3.1 Construction Noise
Construction noise was estimated using the FHWA Roadway Construction Noise Model (RCNM)
(FHWA 2006). RCNM predicts construction noise levels for a variety of construction operations
based on empirical data and the application of acoustical propagation formulas. Using RCNM,
construction noise levels were estimated at noise sensitive receivers near the project site. RCNM
provides reference noise levels for standard construction equipment, with an attenuation rate of
6 dBA per doubling of distance for stationary equipment.
Variation in power imposes additional complexity in characterizing the noise source level from
construction equipment. Power variation is accounted for by describing the noise at a reference
distance from the equipment operating at full power and adjusting it based on the duty cycle of the
activity to determine the Leq of the operation (FHWA 2006). Each phase of construction has a
specific equipment mix, depending on the work to be accomplished during that phase. Each phase
also has its own noise characteristics; some will have higher continuous noise levels than others,
and some have high-impact noise levels.
Construction activity would result in temporary noise in the project site vicinity, exposing
surrounding nearby receivers to increased noise levels. Construction noise would typically be higher
during the heavier periods of initial construction (i.e., site preparation and grading) and would be
lower during the later construction phases (i.e., building construction and paving). Typical heavy
construction equipment during project grading could include dozers, loaders, graders, and dump
trucks. It is assumed that diesel engines would power all construction equipment. Construction
equipment would not all operate at the same time or location. In addition, construction equipment
would not be in constant use during the 8-hour operating day.
During Phase I of project construction, the nearest sensitive receivers would be mobile home
residences to the north of the project site (Tokay Manor Mobile Home Park). During Phase II of the
project, the nearest residences would be the project Wrap Building, which would be occupied while
Phase II and Phase II of construction occur. During construction of Phase III of the project, the
nearest sensitive receivers would be residences in the Tokay Manor Mobile Home Park. Over the
course of a typical construction day, construction equipment would be located as close as 25 feet to
adjacent sensitive receivers but would typically be located at an average distance farther away due
to the nature of construction and the size of the project. Therefore, it is assumed that over the
course of a typical construction day the construction equipment would operate at an average
distance of 350 feet from the nearest sensitive receivers (mobile home residences to the north)
during Phase I of construction, 80 feet from sensitive receivers in the project Wrap Building during
construction of Phase II of the project, and 160 feet from the mobile home residences to the north
of the project site during construction of Phase III.
Construction activities would be required to occur between the hours of 7:00 a.m. and 6:00 p.m. on
weekdays and between the hours of 8:00 a.m. and 5:00 p.m. on Saturday pursuant to the City’s
Noise Ordinance Section 18-63(b)(7). Construction noise is typically loudest during activities that
involve excavation and moving soil, such as site preparation and grading. A potential high-intensity
construction scenario includes a dozer and scraper working during grading to excavate and move
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soil. At the closest distance of 80 feet, a dozer and scraper would generate a noise level of 78 dBA
Leq (RCNM calculations are included in Appendix A).
3.2 Groundborne Vibration
The project does not include any substantial vibration sources associated with operation. Thus,
construction activities have the greatest potential to generate ground-borne vibration affecting
nearby receivers, especially during grading and excavation of the project site. The greatest vibratory
source during construction in the project vicinity would be a large bulldozer. Neither blasting nor
pile driving would be required for construction of the project. Construction vibration estimates are
based on vibration levels reported by Caltrans and the FTA (Caltrans 2020, FTA 2018). Table 6 shows
typical vibration levels for various pieces of construction equipment used in the assessment of
construction vibration (FTA 2018).
Table 6 Vibration Levels Measured during Construction Activities
Equipment PPV at 25 ft. (in/sec)
Large Bulldozer 0.089
Loaded Trucks 0.076
Small Bulldozer 0.003
PPV = peak particle velocity; in./sec. = inches per second
Source: FTA 2018
Vibration limits used in this analysis to determine a potential impact to local land uses from
construction activities, such as blasting, pile-driving, vibratory compaction, demolition, drilling, or
excavation, are based on information contained in Caltrans’ Transportation and Construction
Vibration Guidance Manual and the Federal Transit Administration and the FTA Transit Noise and
Vibration Impact Assessment Manual (Caltrans 2013; FTA 2018). Maximum recommended vibration
limits by the American Association of State Highway and Transportation Officials (AASHTO) are
identified in Table 7.
Table 7 AASHTO Maximum Vibration Levels for Preventing Damage
Building Type Limiting Velocity (in/sec)
Historic sites or other critical locations 0.1
Residential buildings, plastered walls 0.2–0.3
Residential buildings in good repair with gypsum board walls 0.4–0.5
Engineered structures, without plaster 1.0–1.5
in./sec. = inches per second
Source: Caltrans 2020
Based on AASHTO recommendations, limiting vibration levels to below 0.2 in/sec PPV at residential
structures would prevent structural damage regardless of building construction type. These limits
are applicable regardless of the frequency of the source. However, as shown in Table 8 and Table 9,
potential human annoyance associated with vibration is usually different if it is generated by a
steady state or a transient vibration source.
Methodology
Noise and Vibration Study 17
Table 8 Human Response to Steady State Vibration
PPV (in/sec) Human Response
3.6 (at 2 Hz)–0.4 (at 20 Hz) Very disturbing
0.7 (at 2 Hz)–0.17 (at 20 Hz) Disturbing
0.10 Strongly perceptible
0.035 Distinctly perceptible
0.012 Slightly perceptible
PPV = peak particle velocity; in./sec. = inches per second; Hz = hertz
Source: Caltrans 2020
Table 9 Human Response to Transient Vibration
PPV (in/sec) Human Response
2.0 Severe
0.9 Strongly perceptible
0.24 Distinctly perceptible
0.035 Barely perceptible
PPV = peak particle velocity; in./sec. = inches per second
Source: Caltrans 2020
As shown in Table 9, the vibration level threshold at which transient vibration sources (such as
construction equipment) are considered to be distinctly perceptible is 0.24 in/sec PPV. This analysis
uses the distinctly perceptible threshold for purposes of assessing vibration impacts.
Although groundborne vibration is sometimes noticeable in outdoor environments, groundborne
vibration is almost never annoying to people who are outdoors; therefore, the vibration level
threshold for human perception is assessed at occupied structures (FTA 2018). Therefore, all
vibration impacts are assessed at the structure of an affected property.
3.3 Operational Noise Sources
The noise sources on the project site after completion of construction are anticipated to be those
that would be typical of any residential complex, such as vehicles arriving and leaving, children at
play, and landscape maintenance machinery. Noise sources of this nature are consistent with the
existing noise environment and would not be anticipated to exceed applicable noise level limits
from the Municipal Code. To be conservative, noise levels associated with HVAC units with exterior
condensers were modeled to determine resulting noise levels at adjacent properties.
Parking Structure
The project proposes one new above-grade four-level parking structure at the Wrap Building
southeast of the project site. The parking structure would be located adjacent Tokay Avenue to the
east and Foothill Boulevard to the south providing 458 parking spots. Noise associated with parking
structure typically includes vehicular circulation, screeching tires, engines, door slams, car alarms,
and human voices. Based on the FTA General Transit Noise Assessment methodology, parking
structure noise levels were calculated with the CREATE noise model (HMMH 2006). The CREATE
Begonia Real Estate Development, LLC Begonia Village at Route 66 Project
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noise model calculates parking structure noise based on reference single event noise levels (SELs),
the number of peak hour vehicle trips, and distance to receivers.
Heating, Ventilation, and Air Conditioning Units
The primary on-site operational noise source from the project would be HVAC units. Specific
planning data for the future HVAC systems are not available at this stage of project design; however,
this analysis assumes the use of a typical HVAC system for commercial or multi-family residential
sites. The unit used in this analysis is a 2.5-ton Carrier 24ABA4030 air conditioner with Puron
refrigerant, which has a sound power level of 76 dBA (see Appendix C for manufacturer’s
specifications). The project was assumed to contain 242 HVAC units based upon one ton of HVAC
per 600 sf of building space, as shown in Table 10. Based on the location of the proposed buildings,
it is anticipated that 24 rooftop-mounted HVAC units would be installed on each of the proposed Big
House buildings. The Big House buildings in the northern portion of the project site would be
located approximately 100 feet from the nearest off-site sensitive receivers to the north of the
project site boundary (See Appendix D for the manufacturer’s noise data and HVAC noise
calculations).
Table 10 Modeled HVAC
Use/Description Building Square Footage Model Estimated HVAC Tons Estimated HVAC Units Sound Power Level per Unit
Multi-Family Housing Use 384,968 38AUD25 643 257 76
See Appendix D for sample HVAC specification sheets.
3.4 Traffic Noise
Noise affecting the project site is primarily from traffic on Foothill Boulevard. Project traffic was
estimated using the average daily trips (ADT), which utilized the trip rate derived from the project
Traffic Impact Analysis PM peak hour rate (0.56) and dwelling unit quantity (406). Project traffic
intersection movements from the traffic study were used to estimate project ADT for each segment.
PM peak hour traffic was shown to consist of higher traffic volumes than AM peak hour; therefore,
PM peak hour traffic was utilized for conservative purposes. The total daily project trips were
estimated to be approximately 2,736 (TJW Engineering, Inc. 2022). Existing traffic volume estimates
along the adjacent street segments to the project site combined with project ADT are shown in
Table 11. Opening Year 2030 (OY) and Opening Year with Project (OYP) traffic volumes were
obtained from the traffic analysis traffic study and are shown in Table 12
Methodology
Noise and Vibration Study 19
Table 11 Existing and Proposed ADT Volume
Street Segment Existing ADT
Project ADT
Distribution1
Existing Plus
Project ADT
Almeria Avenue Foothill Boulevard to Barbee
Avenue (North)
3,350 104 3,454
Foothill Boulevard Almeria Avenue to Catawba
Avenue (East)
19,540 725 20,265
Foothill Boulevard Almeria Avenue to Sultana
Avenue (West)
19,400 621 20,021
Almeria avenue Foothill Boulevard to Arrow
Boulevard (South)
1,550 104 1,654
Tokay Avenue Foothill Boulevard to Barbee
Avenue (North)
2,480 104 2,584
Foothill Boulevard Tokay Avenue to Citrus
Avenue (East)
19,640 1,035 20,675
Foothill Boulevard Tokay Avenue to Catawba
Avenue (West)
13,570 1,035 14,605
Tokay Avenue Foothill Boulevard to
Mission Avenue (South)
3,440 104 3,544
Citrus Avenue Foothill Boulevard to Barbee Avenue (North) 11,920 311 12,231
Foothill Boulevard Citrus Avenue to Oleander
Avenue
11,670 414 12,084
Foothill Boulevard Citrus Avenue to Tokay Avenue 11,470 1,035 12,505
Citrus Avenue Foothill Boulevard to Ivy
Avenue
12,580 311 12,891
ADT = average daily trips
1 Project ADT Distribution obtained from TJW Engineering, Inc. Foothill & Tokay Avenue Traffic Impact Analysis.
Source: TJW Engineering Inc. 2022
Begonia Real Estate Development, LLC Begonia Village at Route 66 Project
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Table 12 Operating Year and Operating Year With Project ADT Volume
Street Segment OY 2023 ADT
Project ADT
Distribution1
OY 2030 +
Project ADT
Almeria Avenue Foothill Boulevard to
Barbee Avenue (North)
4,750 <1 4,050
Foothill Boulevard Almeria Avenue to
Catawba Avenue (East)
23,480 2,660 26,140
Foothill Boulevard Almeria Avenue to
Sultana Avenue (West)
23,210 160 23,370
Almeria Avenue Foothill Boulevard to
Arrow Boulevard (South)
1,820 0 1,820
Tokay Avenue Foothill Boulevard to
Barbee Avenue (North)
2,940 1,850 4,790
Foothill Boulevard Tokay Avenue to Citrus
Avenue (East)
23,500 570 24,070
Foothill Boulevard Tokay Avenue to Catawba
Avenue (West)
23,730 160 23,890
Tokay Avenue Foothill Boulevard to
Mission Avenue (South)
4,130 <1 3,950
Citrus Avenue Foothill Boulevard to Barbee Avenue (North) 14,020 160 14,180
Foothill Boulevard Citrus Avenue to
Oleander Avenue
13,970 130 14,100
Foothill Boulevard Citrus Avenue to Tokay Avenue 13,930 570 14,500
Citrus Avenue Foothill Boulevard to Ivy
Avenue
15,000 60 15,060
ADT = average daily trips; OY = opening year
1 Project ADT Distribution obtained from TJW Engineering, Inc. Foothill & Tokay Avenue Traffic Impact Analysis.
Source: TJW Engineering Inc. 2022
The posted speed limit on Almeria Avenue is 25 miles per hour, while Foothill Boulevard is 45 miles
per hour. Additionally, the speed limit for Tokay Avenue and Citrus Avenue is 35 miles per hour. The
vehicle classification mix for modeling assumes 97 percent automobiles, 2 percent medium-duty
trucks, and 1 percent heavy-duty trucks. Traffic distribution through the day was modeled assuming
85 percent of total daily vehicle traffic during daytime hours and 15 percent of daily vehicle traffic
during nighttime hours. For determining noise-land use compatibility, exterior traffic noise levels at
the residential exterior common use areas (pool deck areas) and residential building façades were
calculated.
Methodology
Noise and Vibration Study 21
3.5 Significance Thresholds
The following thresholds are based on City of Fontana noise standards and Appendix G of the CEQA
Guidelines. Noise impacts would be considered significant if:
Issue 1. The project would result in the 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.
Based on the Fontana Municipal Code Section 18-63(b)(7) and FTA construction noise
standards, construction noise would be significant if:
− Construction and demolition work are conducted between the hours of 6:00 p.m. and
7:00 a.m. on weekdays and between the hours of 5:00 p.m. to 8:00 a.m. on Saturdays.
− Noise levels exceed the FTA daytime criteria of 80 dBA Leq, 85 dBA Leq, and 90 dBA Leq for
an 8-hour period for residential, commercial, and industrial land uses, respectively.
Based on the Fontana Municipal Code Section 30-469, operational noise would be
significant if:
− The project generated noise levels that would exceed 45 dBA at interior areas and 65
dBA at exterior areas at offsite receivers.
Traffic-related noise impacts would be considered significant if project-generated traffic
would result in exposure of sensitive receivers to an unacceptable increase in noise levels.
− For purposes of this analysis, a significant impact would occur if project-related traffic
increases the ambient noise environment of noise-sensitive land uses by 3 dBA or more
if the locations are subject to noise levels in excess of conditionally compatible levels, or
by 5 dBA or more if the locations are not subject to noise levels in excess of the
conditionally compatible levels identified in the City of Fontana General Plan.
Issue 2. The project would result in the generation of excessive groundborne vibration or
groundborne noise levels.
Vibration levels equal to or below 0.4 in./sec. PPV at residential structures would prevent
structural damage for most residential building and vibration levels equal to or less than
1.0 in./sec. PPV would prevent damage to more substantial construction, such as high-rise,
commercial, and industrial buildings. For human annoyance, the vibration level threshold at
which transient, or temporary, vibration sources are considered to be distinctly perceptible
is 0.24 in./sec. PPV.
Issue 3. 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, if the project exposes people residing or working in the project area to excessive noise
levels.
Begonia Real Estate Development, LLC Begonia Village at Route 66 Project
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4 Impact Analysis
4.1 Issue 1
Issue: Would the project result in generation of a substantial temporary or permanent increase in
ambient noise levels in the vicinity of the project in excess of standards established in the
local general plan or noise ordinance, or applicable standards of other agencies? LESS THAN
SIGNIFICANT
Construction
As described under Section 3, Methodology, over the course of a typical construction day the
construction equipment would operate at an average distance of 80 feet to 350 feet from the
nearest sensitive receiver, depending on the construction phase. At a distance of 80 feet, a dozer
and a scraper would generate a noise level of 78 dBA Leq at the nearest sensitive receivers during
Phase II of construction (8-hour; RCNM calculations are included in Appendix B). In addition, a dozer
and scraper would generate a noise level of 65 dBA Leq at the nearest sensitive receivers during
Phase I of construction and 72 dBA Leq for sensitive receivers during Phase III of construction. This
would not exceed the FTA threshold of 80 dBA Leq (8-hour) for construction activity. In addition,
construction would be required to occur within the Municipal Code allowed hours of 7:00 a.m. to
6:00 p.m., Monday through Friday, and 8:00 a.m. to 5:00 p.m. on Saturday. Therefore, impacts from
construction would be less than significant.
Operation
Parking Structure
The project proposes one new above-grade four-level parking structures at the Wrap Building in the
southeast portion of the project site. The parking structure would provide 458 parking spots and is
located approximately 350 feet from the nearest residential receivers, which would be south of
Foothill Boulevard along Mission Avenue. Noise associated with parking structures typically include
vehicular circulation, screeching tires, engines, door slams, car alarms, and human voices. As
discussed above, parking structure noise levels were calculated with the CREATE noise model that is
based on the FTA General Transit Noise Assessment methodology by Harris Miller & Hanson (HMMH
2006). Estimated noise levels are summarized in Table 13. Noise modeling data is included as
Appendix B.
Table 13 Parking Structure Noise Levels
Description Distance Modeled Noise Level (dBA Leq 1-hour) City Threshold (dBA Leq) Exceed Threshold?1
Mission Avenue Residences 350 26 65 No
dBA = A-weighted decibels; Leq = equivalent noise level
1 The applicable threshold is the existing ambient with adjustments dBA Leq at residential properties.
Impact Analysis
Noise and Vibration Study 23
As shown in Table 13, future noise levels attributable to the operation of the new parking structure
at the Mission Avenue residences would be 26 dBA Leq during peak hour parking activities.
Therefore, operational noise impacts associated with the parking structure would be less than
significant
Mechanical Equipment
Rooftop mechanical equipment (e.g., HVAC units) would be located as close as 100 feet from the
sensitive receivers immediately to the north of the project site. The project would include 24 HVAC
units for each of the Big House buildings, including those located in the northern portion of the
project site, closest to sensitive receivers. HVAC units are considered continuous noise sources.
Pursuant to FMC Section 30-469, project impacts would be significant if exterior noise levels exceed
65 dBA Leq in exterior areas or 45 dBA Leq in interior areas. Combined noise levels generated by
rooftop HVACs would be approximately 49 dBA Leq at 100 feet, which would not exceed exterior
daytime and nighttime noise standards of 65 dBA Leq. Standard residential construction (wood or
stucco siding, door weatherstripping, exterior wall insulation, composition plywood roof), results in
an exterior to interior noise reduction of 25 dBA with windows closed. Combined noise levels
generated by rooftop HVACs would be approximately 24 dBA Leq at 100 feet when accounting for
exterior to interior noise reductions, which would not exceed interior daytime and nighttime noise
standards of 45 dBA Leq. Therefore, impacts related to HVAC equipment noise would be less than
significant.
Other Operational Noise Sources
The proposed project would require periodic trash hauling and package delivery services. However,
the project site is located in an urban area and is surrounded by existing residential and commercial
uses that require similar trash hauling and delivery services. Therefore, because trash and delivery
trucks are already a common occurrence in the project vicinity, trash and delivery services would
not result in a substantial permanent increase in ambient noise levels above levels existing without
the project. Additional on-site noise sources such as landscape maintenance, low-speed traffic on
internal roadways, conversations, pool and spa activities, and park activities also would be typical of
noise generated by neighboring land uses and limited to the daytime, outside of noise-sensitive
hours of sleep. Therefore, noise from these sources would not substantially contribute to overall
ambient noise levels.
Off-site Traffic
The project would generate new vehicle trips that would increase noise levels on nearby roadways.
As discussed in the project Traffic Impact Analysis, the project is anticipated to generate 2,736 daily
vehicle trips. The Traffic Impact Analysis study area includes roadway segments on Foothill
Boulevard, Tokay Avenue, and Citrus Avenue (TJW Engineering Inc. 2022). Roadway segment
volumes with and without project-generated traffic are shown in Table 14.
The project would not make substantial alterations to roadway alignments1 or substantially change
the vehicle classifications mix on local roadways. Therefore, the primary factor affecting off-site
noise levels would be increased traffic volumes. Noise levels with and without project generated
traffic were developed based on algorithms and reference levels from the Federal Highway
1 The project would include the addition of a dedicated left turn lane and right turn lane on Tokay Avenue for movements in and out of the community; other than restriping lanes for the dedicated turn lanes, the project would not alter Tokay Avenue (e.g., no roadway widening required).
Begonia Real Estate Development, LLC Begonia Village at Route 66 Project
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Administration’s (FHWA’s) Traffic Noise Model. Noise levels with and without project-generated
traffic are shown in Table 14 and Table 15.
Table 14 Off-site Traffic Volume Noise Increases (Existing)
Roadway Segment Speed (mph)
Existing Volume1
(ADT)
Existing + Project Volume2
(ADT)
Existing Noise Level1
(dBA)
Existing + Project Noise Level2
(dBA)
Noise Level Increase (dBA)
Almeria Avenue Foothill Boulevard to Barbee Avenue (North) 25 3,350 3,454 64.7 64.8 0.1
Foothill Boulevard Almeria Avenue to Catawba Avenue (East) 45 19,540 20,265 69.7 69.9 0.2
Foothill Boulevard Almeria Avenue to Sultana Avenue (West) 45 19,400 20,021 69.7 69.8 0.1
Almeria avenue Foothill Boulevard to Arrow Boulevard (South) 25 1,550 1,654 61.4 61.6 0.3
Tokay Avenue Foothill Boulevard to Barbee Avenue (North) 35 2,480 2,584 63.5 63.7 0.2
Foothill Boulevard Tokay Avenue to Citrus Avenue (East) 35 19,640 20,675 68.5 68.7 0.2
Foothill Boulevard Tokay Avenue to Catawba Avenue (West) 45 13,570 14,605 68.2 68.5 0.3
Tokay Avenue Foothill Boulevard to Mission Avenue (South) 35 3,440 3,544 64.9 65.0 0.1
Citrus Avenue Foothill Boulevard to Barbee
Avenue (North) 40 11,920 12,231 69.9 70.0 0.1
Foothill
Boulevard
Citrus Avenue to Oleander
Avenue 45 11,670 12,084 67.5 67.7 0.2
Foothill
Boulevard
Citrus Avenue to Tokay
Avenue 45 16,830 12,505 67.4 66.4 0
Citrus Avenue Foothill Boulevard to Ivy
Avenue
25 14,120 12,891 69.5 70.9 1.0
dBA = A-weighted decibels; ADT = average daily trips; mph = miles per hour
1 Traffic Impact Analysis Existing PM Peak hour trips
2 Traffic Impact Analysis Project Trip Distribution
Source: TJW Engineering Inc. 2022
Impact Analysis
Noise and Vibration Study 25
Table 15 Opening Year 2030 and Opening Year 2030 + Project Traffic Noise Increases
Roadway Segment
Speed
(mph)
OY
Volume1
(ADT)
OYP
Volume2
(ADT)
OY
Noise
Level1
(dBA)
OYP
Noise Level2
(dBA)
Noise
Level
Increase
(dBA)
Almeria
Avenue
Foothill Boulevard to Barbee
Avenue (North)
25 4,750 4,050 66.2 65.4 0
Foothill
Boulevard
Almeria Avenue to Catawba
Avenue (East)
45 23,480 26,140 70.5 70.9 0.5
Foothill
Boulevard
Almeria Avenue to Sultana
Avenue (West)
45 23,210 23,370 70.5 70.4 0
Almeria
avenue
Foothill Boulevard to Arrow
Boulevard (South)
25 1,820 1,820 62.1 61.9 0
Tokay Avenue Foothill Boulevard to Barbee
Avenue (North)
35 2,940 4,790 64.2 66.2 2.1
Foothill Boulevard Tokay Avenue to Citrus Avenue (East) 35 23,500 24,070 69.3 69.2 0
Foothill Boulevard Tokay Avenue to Catawba Avenue (West) 45 23,730 23,890 70.6 70.5 0
Tokay Avenue Foothill Boulevard to Mission Avenue (South) 35 4,130 3,950 65.7 65.4 0
Citrus Avenue Foothill Boulevard to Barbee Avenue (North) 40 14,020 14,180 70.6 70.5 0
Foothill Boulevard Citrus Avenue to Oleander Avenue 45 13,970 14,100 68.3 68.2 0
Foothill Boulevard Citrus Avenue to Tokay Avenue 45 13,930 14,500 68.3 67.1 0
Citrus Avenue Foothill Boulevard to Ivy Avenue 25 15,000 15,060 70.2 71.6 1.4
dBA = A-weighted decibels; ADT = average daily trips; mph = miles per hour; OY = opening year; OYP = opening year with project
1 Traffic Impact Analysis OY PM Peak hour trips.
2 Traffic Impact Analysis Project Trip Distribution based on total ADT.
Source: TJW Engineering Inc. 2022
As shown, traffic noise increases would be up to 2 dBA, which would not exceed the 3 dBA criterion
for off-site traffic noise impacts. Impacts would be less than significant.
4.2 Issue 2
Issue: Would the project result in generation of excessive ground-borne vibration or ground-borne
noise levels? LESS THAN SIGNIFICANT
Construction activities known to generate excessive ground-borne vibration, such as pile driving,
would not be conducted to implement the project. The greatest anticipated source of vibration
during project construction activities would be from a dozer (large bulldozer used as proxy), which
would be used during grading activities and, when accounting for building setbacks, may be used
within 25 feet of the nearest off-site residential structure. A dozer would create approximately
Begonia Real Estate Development, LLC Begonia Village at Route 66 Project
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0.089 in./sec. PPV at a distance of 25 feet2 (Caltrans 2020). This would be lower than what is
considered a distinctly perceptible impact for humans of 0.24 in./sec. PPV, and the structural
damage impact to residential structures threshold of 0.4 in./sec. PPV. Therefore, temporary
vibration impacts associated with the dozer (and other potential equipment) would be less than
significant.
The project does not include substantial vibration sources associated with operation. Therefore,
operational vibration impacts would be less than significant.
4.3 Issue 3
Issue: 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? NO IMPACT
The project site is not located within an airport land use plan, or within two miles of a public or
private airport. The closest airport is the Ontario Airport, which is approximately nine miles
southwest of the project site, and the project would not be within identified noise contours of the
airport (Mead & Hunt, Inc. 2011). Therefore, the project would result in no impact related to
exposure of future residents to aircraft noise.
2 PPVequipment = PPVref(25/D)n (in/sec) where PPVref is the reference PPV at 25 feet (0.210 in/sec for rollers), D is the distance from equipment to the receiver in feet, and n is 1.1 (the value related to the attenuation rate through ground) (Caltrans 2013).
Conclusion
Noise and Vibration Study 27
5 Conclusion
The project would generate both temporary construction-related noise and long-term noise
associated with operation of the project. Construction noise would not exceed the FTA noise
threshold of 80 dBA Leq for an 8-hour period and impacts from construction noise would be less than
significant.
The project’s stationary noise sources (HVAC units) would not exceed City standards at the nearest
property lines. Therefore, stationary noise impacts would be less than significant.
Project-generated traffic would generate an increase of up to 2 dBA at adjacent roadways. This is
below the threshold of 3 dBA; therefore, the off-site traffic noise increase would be less than
significant.
The project would generate groundborne vibration during construction only. Groundborne vibration
would not exceed the applicable vibration threshold at the nearest structures, and construction-
related vibration impacts would be less than significant.
The project site is not within two miles of any public airport or public use airport. Therefore, no
substantial noise exposure would occur to construction workers, employees, or users of the project
from aircraft noise.
Given the aforementioned, the project would result in less than significant noise and vibration
impacts.
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6 References
California Department of Transportation (Caltrans). 2013. Technical Noise Supplement to the Traffic
Noise Analysis Protocol. (CT-HWANP-RT-13-069.25.2) September. Available at:
http://www.dot.ca.gov/hq/env/noise/pub/TeNS_Sept_2013B.pdf
______. 2016. 2016 Annual Average Daily Truck Traffic on the California State Highway System.
Available at: https://dot.ca.gov/-/media/dot-media/programs/traffic-
operations/documents/census/f0017681-2016-aadt-truck-a11y.pdf
______. 2020. Transportation and Construction Vibration Guidance Manual. Available at:
https://dot.ca.gov/-/media/dot-media/programs/environmental-
analysis/documents/env/tcvgm-apr2020-a11y.pdf
Federal Highway Administration (FHWA). 2006. FHWA Highway Construction Noise Handbook.
(FHWAHEP-06-015; DOT-VNTSC-FHWA-06-02). Available at:
https://www.fhwa.dot.gov/environment/noise/construction_noise/handbook/handbook00.
cfm
______. 2011. Highway Traffic Noise Analysis and Abatement Policy and Guidance. (FHWA-HEP-10-
025). December.
Federal Transit Administration (FTA). 2018. Transit Noise and Vibration Impact Assessment.
November. Available at: https://www.transit.dot.gov/sites/fta.dot.gov/files/docs/research-
innovation/118131/transit-noise-and-vibration-impact-assessment-manual-fta-report-no-
0123_0.pdf
Harris Miller & Hanson Inc (HMMH). 2006. Create Railroad Noise Model User Guide. February.
Available at: https://railroads.dot.gov/elibrary/create-railroad-noise-model-user-guide
(accessed October 2021).
Lawrence E. Kinsler and R. Frey, Austin and B. Coppens, Alan and V. Sanders, James. Fundamentals
of Acoustics, 4th Edition. ISBN 0-471-84789-5. Wiley-VCH, December 1999.
Malcolm J. Crocker (Editor). 2007. Handbook of Noise and Vibration Control Book, ISBN: 978-0-471-
39599-7, Wiley-VCH, October.
Mead & Hunt, Inc. 2011. LA//Ontario International Airport Land Use Compatibility Plan. February.
Available at: https://www.ontarioplan.org/wp-
content/uploads/sites/4/pdfs/ALUCP_FULL.pdf
Appendix A
Noise Measurement Data
30
35
40
45
50
55
60
65
70
11:25 AM12:25 PM1:25 PM2:25 PM3:25 PM4:25 PM5:25 PM6:25 PM7:25 PM8:25 PM9:25 PM10:25 PM11:25 PM12:25 AM1:25 AM2:25 AM3:25 AM4:25 AM5:25 AM6:25 AM7:25 AM8:25 AM9:25 AM10:25 AMdBATime
24-Hour Noise Measurement - June 15-16, 2021
Instructions
1. Open meter data in Excel.
2. Copy and paste values for into highlighted cells in spreadsheet.
Results
24-hour average Leq 53.6
CNEL 59.9
Ldn 59.5
Duration (seconds)240
No.s Date Time Date Time dB
1 6/15/2021 11:25 6/15/2021 11:25:50 AM 49.8
2 6/15/2021 11:29 6/15/2021 11:29:50 AM 51.9
3 6/15/2021 11:33 6/15/2021 11:33:50 AM 55.2
4 6/15/2021 11:37 6/15/2021 11:37:50 AM 53.7
5 6/15/2021 11:41 6/15/2021 11:41:50 AM 55.5
6 6/15/2021 11:45 6/15/2021 11:45:50 AM 49.5
7 6/15/2021 11:49 6/15/2021 11:49:50 AM 51.2
8 6/15/2021 11:53 6/15/2021 11:53:50 AM 64.2
9 6/15/2021 11:57 6/15/2021 11:57:50 AM 50.9
10 6/15/2021 12:01 6/15/2021 12:01:50 PM 49.6
11 6/15/2021 12:05 6/15/2021 12:05:50 PM 44.4
12 6/15/2021 12:09 6/15/2021 12:09:50 PM 53
13 6/15/2021 12:13 6/15/2021 12:13:50 PM 62.8
14 6/15/2021 12:17 6/15/2021 12:17:50 PM 53.7
15 6/15/2021 12:21 6/15/2021 12:21:50 PM 57.5
16 6/15/2021 12:25 6/15/2021 12:25:50 PM 45.8
17 6/15/2021 12:29 6/15/2021 12:29:50 PM 52.3
18 6/15/2021 12:33 6/15/2021 12:33:50 PM 48.2
19 6/15/2021 12:37 6/15/2021 12:37:50 PM 54.4
20 6/15/2021 12:41 6/15/2021 12:41:50 PM 52.2
21 6/15/2021 12:45 6/15/2021 12:45:50 PM 54.6
22 6/15/2021 12:49 6/15/2021 12:49:50 PM 54.4
23 6/15/2021 12:53 6/15/2021 12:53:50 PM 50.3
24 6/15/2021 12:57 6/15/2021 12:57:50 PM 52.3
25 6/15/2021 13:01 6/15/2021 1:01:50 PM 48
26 6/15/2021 13:05 6/15/2021 1:05:50 PM 56.5
27 6/15/2021 13:09 6/15/2021 1:09:50 PM 53.1
28 6/15/2021 13:13 6/15/2021 1:13:50 PM 53.9
29 6/15/2021 13:17 6/15/2021 1:17:50 PM 53.5
30 6/15/2021 13:21 6/15/2021 1:21:50 PM 52.4
31 6/15/2021 13:25 6/15/2021 1:25:50 PM 51.3
32 6/15/2021 13:29 6/15/2021 1:29:50 PM 51.7
33 6/15/2021 13:33 6/15/2021 1:33:50 PM 53.9
24-Hour Noise Measurement Avg Leq, CNEL, and Ldn Calculation Spreadsheet
34 6/15/2021 13:37 6/15/2021 1:37:50 PM 48.8
35 6/15/2021 13:41 6/15/2021 1:41:50 PM 53
36 6/15/2021 13:45 6/15/2021 1:45:50 PM 50.1
37 6/15/2021 13:49 6/15/2021 1:49:50 PM 48.4
38 6/15/2021 13:53 6/15/2021 1:53:50 PM 54
39 6/15/2021 13:57 6/15/2021 1:57:50 PM 48.4
40 6/15/2021 14:01 6/15/2021 2:01:50 PM 54.9
41 6/15/2021 14:05 6/15/2021 2:05:50 PM 52.1
42 6/15/2021 14:09 6/15/2021 2:09:50 PM 47.6
43 6/15/2021 14:13 6/15/2021 2:13:50 PM 46.3
44 6/15/2021 14:17 6/15/2021 2:17:50 PM 49.8
45 6/15/2021 14:21 6/15/2021 2:21:50 PM 47.5
46 6/15/2021 14:25 6/15/2021 2:25:50 PM 48.8
47 6/15/2021 14:29 6/15/2021 2:29:50 PM 55.2
48 6/15/2021 14:33 6/15/2021 2:33:50 PM 51.2
49 6/15/2021 14:37 6/15/2021 2:37:50 PM 47.3
50 6/15/2021 14:41 6/15/2021 2:41:50 PM 54.1
51 6/15/2021 14:45 6/15/2021 2:45:50 PM 50.7
52 6/15/2021 14:49 6/15/2021 2:49:50 PM 52
53 6/15/2021 14:53 6/15/2021 2:53:50 PM 55.3
54 6/15/2021 14:57 6/15/2021 2:57:50 PM 52.3
55 6/15/2021 15:01 6/15/2021 3:01:50 PM 48.9
56 6/15/2021 15:05 6/15/2021 3:05:50 PM 56
57 6/15/2021 15:09 6/15/2021 3:09:50 PM 52.2
58 6/15/2021 15:13 6/15/2021 3:13:50 PM 47.8
59 6/15/2021 15:17 6/15/2021 3:17:50 PM 52.7
60 6/15/2021 15:21 6/15/2021 3:21:50 PM 54.1
61 6/15/2021 15:25 6/15/2021 3:25:50 PM 54.7
62 6/15/2021 15:29 6/15/2021 3:29:50 PM 53.2
63 6/15/2021 15:33 6/15/2021 3:33:50 PM 54.2
64 6/15/2021 15:37 6/15/2021 3:37:50 PM 52.6
65 6/15/2021 15:41 6/15/2021 3:41:50 PM 50.7
66 6/15/2021 15:45 6/15/2021 3:45:50 PM 55.7
67 6/15/2021 15:49 6/15/2021 3:49:50 PM 52.5
68 6/15/2021 15:53 6/15/2021 3:53:50 PM 51.9
69 6/15/2021 15:57 6/15/2021 3:57:50 PM 50.4
70 6/15/2021 16:01 6/15/2021 4:01:50 PM 54.1
71 6/15/2021 16:05 6/15/2021 4:05:50 PM 46.3
72 6/15/2021 16:09 6/15/2021 4:09:50 PM 56.7
73 6/15/2021 16:13 6/15/2021 4:13:50 PM 56.7
74 6/15/2021 16:17 6/15/2021 4:17:50 PM 48
75 6/15/2021 16:21 6/15/2021 4:21:50 PM 60.8
76 6/15/2021 16:25 6/15/2021 4:25:50 PM 54.5
77 6/15/2021 16:29 6/15/2021 4:29:50 PM 54.3
78 6/15/2021 16:33 6/15/2021 4:33:50 PM 51
79 6/15/2021 16:37 6/15/2021 4:37:50 PM 57.6
80 6/15/2021 16:41 6/15/2021 4:41:50 PM 52.6
81 6/15/2021 16:45 6/15/2021 4:45:50 PM 55.9
82 6/15/2021 16:49 6/15/2021 4:49:50 PM 57.2
83 6/15/2021 16:53 6/15/2021 4:53:50 PM 56.4
84 6/15/2021 16:57 6/15/2021 4:57:50 PM 51.9
85 6/15/2021 17:01 6/15/2021 5:01:50 PM 56.2
86 6/15/2021 17:05 6/15/2021 5:05:50 PM 53.3
87 6/15/2021 17:09 6/15/2021 5:09:50 PM 54.4
88 6/15/2021 17:13 6/15/2021 5:13:50 PM 54.7
89 6/15/2021 17:17 6/15/2021 5:17:50 PM 58.2
90 6/15/2021 17:21 6/15/2021 5:21:50 PM 52.5
91 6/15/2021 17:25 6/15/2021 5:25:50 PM 49
92 6/15/2021 17:29 6/15/2021 5:29:50 PM 56.1
93 6/15/2021 17:33 6/15/2021 5:33:50 PM 55.4
94 6/15/2021 17:37 6/15/2021 5:37:50 PM 53.7
95 6/15/2021 17:41 6/15/2021 5:41:50 PM 56.2
96 6/15/2021 17:45 6/15/2021 5:45:50 PM 49.8
97 6/15/2021 17:49 6/15/2021 5:49:50 PM 49.2
98 6/15/2021 17:53 6/15/2021 5:53:50 PM 51.4
99 6/15/2021 17:57 6/15/2021 5:57:50 PM 57
100 6/15/2021 18:01 6/15/2021 6:01:50 PM 55.2
101 6/15/2021 18:05 6/15/2021 6:05:50 PM 51.8
102 6/15/2021 18:09 6/15/2021 6:09:50 PM 54.5
103 6/15/2021 18:13 6/15/2021 6:13:50 PM 54.9
104 6/15/2021 18:17 6/15/2021 6:17:50 PM 47.4
105 6/15/2021 18:21 6/15/2021 6:21:50 PM 56.1
106 6/15/2021 18:25 6/15/2021 6:25:50 PM 49
107 6/15/2021 18:29 6/15/2021 6:29:50 PM 55.7
108 6/15/2021 18:33 6/15/2021 6:33:50 PM 58.7
109 6/15/2021 18:37 6/15/2021 6:37:50 PM 55.6
110 6/15/2021 18:41 6/15/2021 6:41:50 PM 52.2
111 6/15/2021 18:45 6/15/2021 6:45:50 PM 54.4
112 6/15/2021 18:49 6/15/2021 6:49:50 PM 57.9
113 6/15/2021 18:53 6/15/2021 6:53:50 PM 51
114 6/15/2021 18:57 6/15/2021 6:57:50 PM 53.6
115 6/15/2021 19:01 6/15/2021 7:01:50 PM 47.9
116 6/15/2021 19:05 6/15/2021 7:05:50 PM 53.9
117 6/15/2021 19:09 6/15/2021 7:09:50 PM 52.2
118 6/15/2021 19:13 6/15/2021 7:13:50 PM 50.6
119 6/15/2021 19:17 6/15/2021 7:17:50 PM 59.3
120 6/15/2021 19:21 6/15/2021 7:21:50 PM 52.7
121 6/15/2021 19:25 6/15/2021 7:25:50 PM 51.2
122 6/15/2021 19:29 6/15/2021 7:29:50 PM 49.2
123 6/15/2021 19:33 6/15/2021 7:33:50 PM 51.9
124 6/15/2021 19:37 6/15/2021 7:37:50 PM 48.3
125 6/15/2021 19:41 6/15/2021 7:41:50 PM 55.5
126 6/15/2021 19:45 6/15/2021 7:45:50 PM 55.1
127 6/15/2021 19:49 6/15/2021 7:49:50 PM 56.1
128 6/15/2021 19:53 6/15/2021 7:53:50 PM 50.3
129 6/15/2021 19:57 6/15/2021 7:57:50 PM 53.9
130 6/15/2021 20:01 6/15/2021 8:01:50 PM 55.1
131 6/15/2021 20:05 6/15/2021 8:05:50 PM 58.2
132 6/15/2021 20:09 6/15/2021 8:09:50 PM 53.3
133 6/15/2021 20:13 6/15/2021 8:13:50 PM 52.8
134 6/15/2021 20:17 6/15/2021 8:17:50 PM 51.2
135 6/15/2021 20:21 6/15/2021 8:21:50 PM 56.7
136 6/15/2021 20:25 6/15/2021 8:25:50 PM 50.1
137 6/15/2021 20:29 6/15/2021 8:29:50 PM 50.8
138 6/15/2021 20:33 6/15/2021 8:33:50 PM 52.2
139 6/15/2021 20:37 6/15/2021 8:37:50 PM 45.4
140 6/15/2021 20:41 6/15/2021 8:41:50 PM 51.3
141 6/15/2021 20:45 6/15/2021 8:45:50 PM 49.7
142 6/15/2021 20:49 6/15/2021 8:49:50 PM 54.7
143 6/15/2021 20:53 6/15/2021 8:53:50 PM 50.4
144 6/15/2021 20:57 6/15/2021 8:57:50 PM 50
145 6/15/2021 21:01 6/15/2021 9:01:50 PM 53.9
146 6/15/2021 21:05 6/15/2021 9:05:50 PM 48.7
147 6/15/2021 21:09 6/15/2021 9:09:50 PM 56
148 6/15/2021 21:13 6/15/2021 9:13:50 PM 49.8
149 6/15/2021 21:17 6/15/2021 9:17:50 PM 55.5
150 6/15/2021 21:21 6/15/2021 9:21:50 PM 52.9
151 6/15/2021 21:25 6/15/2021 9:25:50 PM 51.4
152 6/15/2021 21:29 6/15/2021 9:29:50 PM 62.4
153 6/15/2021 21:33 6/15/2021 9:33:50 PM 53.7
154 6/15/2021 21:37 6/15/2021 9:37:50 PM 49.3
155 6/15/2021 21:41 6/15/2021 9:41:50 PM 51.7
156 6/15/2021 21:45 6/15/2021 9:45:50 PM 57.5
157 6/15/2021 21:49 6/15/2021 9:49:50 PM 48.7
158 6/15/2021 21:53 6/15/2021 9:53:50 PM 50.1
159 6/15/2021 21:57 6/15/2021 9:57:50 PM 54
160 6/15/2021 22:01 6/15/2021 10:01:50 PM 57.9
161 6/15/2021 22:05 6/15/2021 10:05:50 PM 53.6
162 6/15/2021 22:09 6/15/2021 10:09:50 PM 47.1
163 6/15/2021 22:13 6/15/2021 10:13:50 PM 54.9
164 6/15/2021 22:17 6/15/2021 10:17:50 PM 54.1
165 6/15/2021 22:21 6/15/2021 10:21:50 PM 56.2
166 6/15/2021 22:25 6/15/2021 10:25:50 PM 51.4
167 6/15/2021 22:29 6/15/2021 10:29:50 PM 48.8
168 6/15/2021 22:33 6/15/2021 10:33:50 PM 49.9
169 6/15/2021 22:37 6/15/2021 10:37:50 PM 55.6
170 6/15/2021 22:41 6/15/2021 10:41:50 PM 51.4
171 6/15/2021 22:45 6/15/2021 10:45:50 PM 44.8
172 6/15/2021 22:49 6/15/2021 10:49:50 PM 45.3
173 6/15/2021 22:53 6/15/2021 10:53:50 PM 45.5
174 6/15/2021 22:57 6/15/2021 10:57:50 PM 49.2
175 6/15/2021 23:01 6/15/2021 11:01:50 PM 43.4
176 6/15/2021 23:05 6/15/2021 11:05:50 PM 51.4
177 6/15/2021 23:09 6/15/2021 11:09:50 PM 50.1
178 6/15/2021 23:13 6/15/2021 11:13:50 PM 51.1
179 6/15/2021 23:17 6/15/2021 11:17:50 PM 56.1
180 6/15/2021 23:21 6/15/2021 11:21:50 PM 45.5
181 6/15/2021 23:25 6/15/2021 11:25:50 PM 51.2
182 6/15/2021 23:29 6/15/2021 11:29:50 PM 49.3
183 6/15/2021 23:33 6/15/2021 11:33:50 PM 53.2
184 6/15/2021 23:37 6/15/2021 11:37:50 PM 46.2
185 6/15/2021 23:41 6/15/2021 11:41:50 PM 53.4
186 6/15/2021 23:45 6/15/2021 11:45:50 PM 43.9
187 6/15/2021 23:49 6/15/2021 11:49:50 PM 49.1
188 6/15/2021 23:53 6/15/2021 11:53:50 PM 51.6
189 6/15/2021 23:57 6/15/2021 11:57:50 PM 40.7
190 6/16/2021 0:01 6/16/2021 12:01:50 AM 56
191 6/16/2021 0:05 6/16/2021 12:05:50 AM 49.7
192 6/16/2021 0:09 6/16/2021 12:09:50 AM 45.5
193 6/16/2021 0:13 6/16/2021 12:13:50 AM 44.8
194 6/16/2021 0:17 6/16/2021 12:17:50 AM 48.3
195 6/16/2021 0:21 6/16/2021 12:21:50 AM 45.6
196 6/16/2021 0:25 6/16/2021 12:25:50 AM 47.8
197 6/16/2021 0:29 6/16/2021 12:29:50 AM 46.2
198 6/16/2021 0:33 6/16/2021 12:33:50 AM 48.9
199 6/16/2021 0:37 6/16/2021 12:37:50 AM 47.6
200 6/16/2021 0:41 6/16/2021 12:41:50 AM 54.7
201 6/16/2021 0:45 6/16/2021 12:45:50 AM 48.8
202 6/16/2021 0:49 6/16/2021 12:49:50 AM 53.1
203 6/16/2021 0:53 6/16/2021 12:53:50 AM 46.4
204 6/16/2021 0:57 6/16/2021 12:57:50 AM 51.7
205 6/16/2021 1:01 6/16/2021 1:01:50 AM 44.6
206 6/16/2021 1:05 6/16/2021 1:05:50 AM 50.8
207 6/16/2021 1:09 6/16/2021 1:09:50 AM 48.4
208 6/16/2021 1:13 6/16/2021 1:13:50 AM 46.7
209 6/16/2021 1:17 6/16/2021 1:17:50 AM 47
210 6/16/2021 1:21 6/16/2021 1:21:50 AM 54.5
211 6/16/2021 1:25 6/16/2021 1:25:50 AM 49.4
212 6/16/2021 1:29 6/16/2021 1:29:50 AM 47.1
213 6/16/2021 1:33 6/16/2021 1:33:50 AM 47.3
214 6/16/2021 1:37 6/16/2021 1:37:50 AM 45.4
215 6/16/2021 1:41 6/16/2021 1:41:50 AM 45.6
216 6/16/2021 1:45 6/16/2021 1:45:50 AM 44.9
217 6/16/2021 1:49 6/16/2021 1:49:50 AM 45.5
218 6/16/2021 1:53 6/16/2021 1:53:50 AM 45.5
219 6/16/2021 1:57 6/16/2021 1:57:50 AM 44.4
220 6/16/2021 2:01 6/16/2021 2:01:50 AM 46.3
221 6/16/2021 2:05 6/16/2021 2:05:50 AM 57.6
222 6/16/2021 2:09 6/16/2021 2:09:50 AM 46.5
223 6/16/2021 2:13 6/16/2021 2:13:50 AM 42.8
224 6/16/2021 2:17 6/16/2021 2:17:50 AM 45.3
225 6/16/2021 2:21 6/16/2021 2:21:50 AM 44.3
226 6/16/2021 2:25 6/16/2021 2:25:50 AM 43.4
227 6/16/2021 2:29 6/16/2021 2:29:50 AM 48.3
228 6/16/2021 2:33 6/16/2021 2:33:50 AM 48.4
229 6/16/2021 2:37 6/16/2021 2:37:50 AM 51.4
230 6/16/2021 2:41 6/16/2021 2:41:50 AM 53.1
231 6/16/2021 2:45 6/16/2021 2:45:50 AM 43.4
232 6/16/2021 2:49 6/16/2021 2:49:50 AM 41.9
233 6/16/2021 2:53 6/16/2021 2:53:50 AM 50.1
234 6/16/2021 2:57 6/16/2021 2:57:50 AM 44.2
235 6/16/2021 3:01 6/16/2021 3:01:50 AM 46.1
236 6/16/2021 3:05 6/16/2021 3:05:50 AM 50.5
237 6/16/2021 3:09 6/16/2021 3:09:50 AM 48
238 6/16/2021 3:13 6/16/2021 3:13:50 AM 50.8
239 6/16/2021 3:17 6/16/2021 3:17:50 AM 48.3
240 6/16/2021 3:21 6/16/2021 3:21:50 AM 50.3
241 6/16/2021 3:25 6/16/2021 3:25:50 AM 52.9
242 6/16/2021 3:29 6/16/2021 3:29:50 AM 52.4
243 6/16/2021 3:33 6/16/2021 3:33:50 AM 49.1
244 6/16/2021 3:37 6/16/2021 3:37:50 AM 42.2
245 6/16/2021 3:41 6/16/2021 3:41:50 AM 42.7
246 6/16/2021 3:45 6/16/2021 3:45:50 AM 44.9
247 6/16/2021 3:49 6/16/2021 3:49:50 AM 54.8
248 6/16/2021 3:53 6/16/2021 3:53:50 AM 52.3
249 6/16/2021 3:57 6/16/2021 3:57:50 AM 58.3
250 6/16/2021 4:01 6/16/2021 4:01:50 AM 46.4
251 6/16/2021 4:05 6/16/2021 4:05:50 AM 41.5
252 6/16/2021 4:09 6/16/2021 4:09:50 AM 55
253 6/16/2021 4:13 6/16/2021 4:13:50 AM 47.4
254 6/16/2021 4:17 6/16/2021 4:17:50 AM 54.7
255 6/16/2021 4:21 6/16/2021 4:21:50 AM 60.5
256 6/16/2021 4:25 6/16/2021 4:25:50 AM 57.4
257 6/16/2021 4:29 6/16/2021 4:29:50 AM 47.9
258 6/16/2021 4:33 6/16/2021 4:33:50 AM 53
259 6/16/2021 4:37 6/16/2021 4:37:50 AM 57.1
260 6/16/2021 4:41 6/16/2021 4:41:50 AM 54
261 6/16/2021 4:45 6/16/2021 4:45:50 AM 47.1
262 6/16/2021 4:49 6/16/2021 4:49:50 AM 53.4
263 6/16/2021 4:53 6/16/2021 4:53:50 AM 58.1
264 6/16/2021 4:57 6/16/2021 4:57:50 AM 54.3
265 6/16/2021 5:01 6/16/2021 5:01:50 AM 53.4
266 6/16/2021 5:05 6/16/2021 5:05:50 AM 52.5
267 6/16/2021 5:09 6/16/2021 5:09:50 AM 47.7
268 6/16/2021 5:13 6/16/2021 5:13:50 AM 52.6
269 6/16/2021 5:17 6/16/2021 5:17:50 AM 47.9
270 6/16/2021 5:21 6/16/2021 5:21:50 AM 55.3
271 6/16/2021 5:25 6/16/2021 5:25:50 AM 59.6
272 6/16/2021 5:29 6/16/2021 5:29:50 AM 56.3
273 6/16/2021 5:33 6/16/2021 5:33:50 AM 50
274 6/16/2021 5:37 6/16/2021 5:37:50 AM 61.3
275 6/16/2021 5:41 6/16/2021 5:41:50 AM 57.6
276 6/16/2021 5:45 6/16/2021 5:45:50 AM 55.5
277 6/16/2021 5:49 6/16/2021 5:49:50 AM 50.1
278 6/16/2021 5:53 6/16/2021 5:53:50 AM 55.7
279 6/16/2021 5:57 6/16/2021 5:57:50 AM 55.5
280 6/16/2021 6:01 6/16/2021 6:01:50 AM 59.2
281 6/16/2021 6:05 6/16/2021 6:05:50 AM 55.4
282 6/16/2021 6:09 6/16/2021 6:09:50 AM 60.4
283 6/16/2021 6:13 6/16/2021 6:13:50 AM 54.4
284 6/16/2021 6:17 6/16/2021 6:17:50 AM 55.8
285 6/16/2021 6:21 6/16/2021 6:21:50 AM 58
286 6/16/2021 6:25 6/16/2021 6:25:50 AM 54.1
287 6/16/2021 6:29 6/16/2021 6:29:50 AM 54.1
288 6/16/2021 6:33 6/16/2021 6:33:50 AM 49.7
289 6/16/2021 6:37 6/16/2021 6:37:50 AM 53.5
290 6/16/2021 6:41 6/16/2021 6:41:50 AM 47.8
291 6/16/2021 6:45 6/16/2021 6:45:50 AM 50.2
292 6/16/2021 6:49 6/16/2021 6:49:50 AM 46.1
293 6/16/2021 6:53 6/16/2021 6:53:50 AM 60.1
294 6/16/2021 6:57 6/16/2021 6:57:50 AM 51
295 6/16/2021 7:01 6/16/2021 7:01:50 AM 49.5
296 6/16/2021 7:05 6/16/2021 7:05:50 AM 50.1
297 6/16/2021 7:09 6/16/2021 7:09:50 AM 52.8
298 6/16/2021 7:13 6/16/2021 7:13:50 AM 47.1
299 6/16/2021 7:17 6/16/2021 7:17:50 AM 47.7
300 6/16/2021 7:21 6/16/2021 7:21:50 AM 44.6
301 6/16/2021 7:25 6/16/2021 7:25:50 AM 51.9
302 6/16/2021 7:29 6/16/2021 7:29:50 AM 45.6
303 6/16/2021 7:33 6/16/2021 7:33:50 AM 47.3
304 6/16/2021 7:37 6/16/2021 7:37:50 AM 46.2
305 6/16/2021 7:41 6/16/2021 7:41:50 AM 51.6
306 6/16/2021 7:45 6/16/2021 7:45:50 AM 46
307 6/16/2021 7:49 6/16/2021 7:49:50 AM 50.4
308 6/16/2021 7:53 6/16/2021 7:53:50 AM 46.1
309 6/16/2021 7:57 6/16/2021 7:57:50 AM 50.8
310 6/16/2021 8:01 6/16/2021 8:01:50 AM 55
311 6/16/2021 8:05 6/16/2021 8:05:50 AM 51.9
312 6/16/2021 8:09 6/16/2021 8:09:50 AM 48.6
313 6/16/2021 8:13 6/16/2021 8:13:50 AM 49.3
314 6/16/2021 8:17 6/16/2021 8:17:50 AM 53
315 6/16/2021 8:21 6/16/2021 8:21:50 AM 52.1
316 6/16/2021 8:25 6/16/2021 8:25:50 AM 62.6
317 6/16/2021 8:29 6/16/2021 8:29:50 AM 45.5
318 6/16/2021 8:33 6/16/2021 8:33:50 AM 51.2
319 6/16/2021 8:37 6/16/2021 8:37:50 AM 51.1
320 6/16/2021 8:41 6/16/2021 8:41:50 AM 54.2
321 6/16/2021 8:45 6/16/2021 8:45:50 AM 49.4
322 6/16/2021 8:49 6/16/2021 8:49:50 AM 52.6
323 6/16/2021 8:53 6/16/2021 8:53:50 AM 54.3
324 6/16/2021 8:57 6/16/2021 8:57:50 AM 50.8
325 6/16/2021 9:01 6/16/2021 9:01:50 AM 50.7
326 6/16/2021 9:05 6/16/2021 9:05:50 AM 49.3
327 6/16/2021 9:09 6/16/2021 9:09:50 AM 56
328 6/16/2021 9:13 6/16/2021 9:13:50 AM 48.9
329 6/16/2021 9:17 6/16/2021 9:17:50 AM 50.3
330 6/16/2021 9:21 6/16/2021 9:21:50 AM 53.9
331 6/16/2021 9:25 6/16/2021 9:25:50 AM 48
332 6/16/2021 9:29 6/16/2021 9:29:50 AM 50.9
333 6/16/2021 9:33 6/16/2021 9:33:50 AM 59.7
334 6/16/2021 9:37 6/16/2021 9:37:50 AM 47.4
335 6/16/2021 9:41 6/16/2021 9:41:50 AM 49.5
336 6/16/2021 9:45 6/16/2021 9:45:50 AM 48.5
337 6/16/2021 9:49 6/16/2021 9:49:50 AM 48.2
338 6/16/2021 9:53 6/16/2021 9:53:50 AM 52.6
339 6/16/2021 9:57 6/16/2021 9:57:50 AM 46.6
340 6/16/2021 10:01 6/16/2021 10:01:50 AM 49.7
341 6/16/2021 10:05 6/16/2021 10:05:50 AM 50
342 6/16/2021 10:09 6/16/2021 10:09:50 AM 57.1
343 6/16/2021 10:13 6/16/2021 10:13:50 AM 57.9
344 6/16/2021 10:17 6/16/2021 10:17:50 AM 54.1
345 6/16/2021 10:21 6/16/2021 10:21:50 AM 48.2
346 6/16/2021 10:25 6/16/2021 10:25:50 AM 52.4
347 6/16/2021 10:29 6/16/2021 10:29:50 AM 54.4
348 6/16/2021 10:33 6/16/2021 10:33:50 AM 46.2
349 6/16/2021 10:37 6/16/2021 10:37:50 AM 56.7
350 6/16/2021 10:41 6/16/2021 10:41:50 AM 55.6
351 6/16/2021 10:45 6/16/2021 10:45:50 AM 48.9
352 6/16/2021 10:49 6/16/2021 10:49:50 AM 56
353 6/16/2021 10:53 6/16/2021 10:53:50 AM 54.2
354 6/16/2021 10:57 6/16/2021 10:57:50 AM 53.8
355 6/16/2021 11:01 6/16/2021 11:01:50 AM 56.2
356 6/16/2021 11:05 6/16/2021 11:05:50 AM 52.5
357 6/16/2021 11:09 6/16/2021 11:09:50 AM 56.8
358 6/16/2021 11:13 6/16/2021 11:13:50 AM 47.5
359 6/16/2021 11:17 6/16/2021 11:17:50 AM 51.8
360 6/16/2021 11:21 6/16/2021 11:21:50 AM 50.7
35
40
45
50
55
60
65
70
9:41 AM9:42 AM9:43 AM9:44 AM9:45 AM9:46 AM9:47 AM9:48 AM9:49 AM9:50 AM9:51 AM9:52 AM9:53 AM9:54 AM9:55 AMdBATime
Short-Term Noise Measurement 1 -Tokay Avenue -June 15, 2021
Data Logger 2
Duration (seconds)3
Weighting A
Response SLOW
Range 30-90
L05 56.9
L10 55.4
L50 43.3
L90 39.5
L95 39
Lmax 69.3
Time 6/15/2021 9:52
SEL 80.6
Leq 50.7
No.s Date Time Time dB Sound Energy
1 6/15/2021 9:41 9:41 AM 42.1 48654.30292
2 6/15/2021 9:42 9:42 AM 45.8 114056.8189
3 6/15/2021 9:42 9:42 AM 42.1 48654.30292
4 6/15/2021 9:42 9:42 AM 40.2 31413.85644
5 6/15/2021 9:42 9:42 AM 41 37767.76235
6 6/15/2021 9:42 9:42 AM 41.9 46464.49857
7 6/15/2021 9:42 9:42 AM 39.9 29317.11663
8 6/15/2021 9:42 9:42 AM 41.5 42376.12634
9 6/15/2021 9:42 9:42 AM 58.3 2028248.926
10 6/15/2021 9:42 9:42 AM 49.7 279976.2902
11 6/15/2021 9:42 9:42 AM 42 47546.79577
12 6/15/2021 9:42 9:42 AM 40.4 32894.34588
13 6/15/2021 9:42 9:42 AM 39.5 26737.52814
14 6/15/2021 9:42 9:42 AM 40.7 35246.92665
15 6/15/2021 9:42 9:42 AM 44.8 90598.55161
16 6/15/2021 9:42 9:42 AM 43.3 64138.86269
17 6/15/2021 9:42 9:42 AM 41.6 43363.19312
18 6/15/2021 9:42 9:42 AM 42 47546.79577
19 6/15/2021 9:42 9:42 AM 43.2 62678.88393
20 6/15/2021 9:42 9:42 AM 56 1194321.512
21 6/15/2021 9:42 9:42 AM 51.6 433631.9312
22 6/15/2021 9:43 9:43 AM 45.3 101653.2468
23 6/15/2021 9:43 9:43 AM 41.5 42376.12634
24 6/15/2021 9:43 9:43 AM 41.5 42376.12634
25 6/15/2021 9:43 9:43 AM 44.6 86520.94509
26 6/15/2021 9:43 9:43 AM 50 300000
27 6/15/2021 9:43 9:43 AM 54 753565.9295
28 6/15/2021 9:43 9:43 AM 56.6 1371264.569
Short-Term Noise Measurement 1 - Tokay Avenue
29 6/15/2021 9:43 9:43 AM 54.4 826268.611
30 6/15/2021 9:43 9:43 AM 45.3 101653.2468
31 6/15/2021 9:43 9:43 AM 44 75356.59295
32 6/15/2021 9:43 9:43 AM 41.4 41411.52794
33 6/15/2021 9:43 9:43 AM 42.2 49787.60722
34 6/15/2021 9:43 9:43 AM 46.1 122214.0833
35 6/15/2021 9:43 9:43 AM 54.7 885362.768
36 6/15/2021 9:43 9:43 AM 49.5 267375.2814
37 6/15/2021 9:43 9:43 AM 42.2 49787.60722
38 6/15/2021 9:43 9:43 AM 40 30000
39 6/15/2021 9:43 9:43 AM 39.6 27360.32518
40 6/15/2021 9:43 9:43 AM 39.6 27360.32518
41 6/15/2021 9:43 9:43 AM 39.6 27360.32518
42 6/15/2021 9:44 9:44 AM 40.7 35246.92665
43 6/15/2021 9:44 9:44 AM 53.8 719649.8757
44 6/15/2021 9:44 9:44 AM 56.3 1279738.556
45 6/15/2021 9:44 9:44 AM 46.7 140320.5424
46 6/15/2021 9:44 9:44 AM 41.1 38647.48655
47 6/15/2021 9:44 9:44 AM 39.5 26737.52814
48 6/15/2021 9:44 9:44 AM 39.5 26737.52814
49 6/15/2021 9:44 9:44 AM 38.9 23287.4135
50 6/15/2021 9:44 9:44 AM 39.9 29317.11663
51 6/15/2021 9:44 9:44 AM 40.2 31413.85644
52 6/15/2021 9:44 9:44 AM 40.4 32894.34588
53 6/15/2021 9:44 9:44 AM 40.6 34444.60864
54 6/15/2021 9:44 9:44 AM 40.5 33660.55363
55 6/15/2021 9:44 9:44 AM 39.5 26737.52814
56 6/15/2021 9:44 9:44 AM 39.3 25534.14115
57 6/15/2021 9:44 9:44 AM 39.5 26737.52814
58 6/15/2021 9:44 9:44 AM 40.9 36908.06312
59 6/15/2021 9:44 9:44 AM 43.3 64138.86269
60 6/15/2021 9:44 9:44 AM 58.5 2123837.353
61 6/15/2021 9:44 9:44 AM 55.2 993393.3644
62 6/15/2021 9:45 9:45 AM 61.3 4046888.648
63 6/15/2021 9:45 9:45 AM 59.1 2438491.548
64 6/15/2021 9:45 9:45 AM 57.4 1648622.622
65 6/15/2021 9:45 9:45 AM 49 238298.4704
66 6/15/2021 9:45 9:45 AM 43.5 67161.63416
67 6/15/2021 9:45 9:45 AM 43.3 64138.86269
68 6/15/2021 9:45 9:45 AM 50.4 328943.4588
69 6/15/2021 9:45 9:45 AM 54 753565.9295
70 6/15/2021 9:45 9:45 AM 52.8 571638.2154
71 6/15/2021 9:45 9:45 AM 53.9 736412.6747
72 6/15/2021 9:45 9:45 AM 49.8 286497.7758
73 6/15/2021 9:45 9:45 AM 45.1 97078.09708
74 6/15/2021 9:45 9:45 AM 42.6 54591.02576
75 6/15/2021 9:45 9:45 AM 41.5 42376.12634
76 6/15/2021 9:45 9:45 AM 42 47546.79577
77 6/15/2021 9:45 9:45 AM 40.9 36908.06312
78 6/15/2021 9:45 9:45 AM 41 37767.76235
79 6/15/2021 9:45 9:45 AM 42.6 54591.02576
80 6/15/2021 9:45 9:45 AM 53.8 719649.8757
81 6/15/2021 9:45 9:45 AM 51.2 395477.0216
82 6/15/2021 9:46 9:46 AM 44.6 86520.94509
83 6/15/2021 9:46 9:46 AM 39.9 29317.11663
84 6/15/2021 9:46 9:46 AM 39.5 26737.52814
85 6/15/2021 9:46 9:46 AM 39.5 26737.52814
86 6/15/2021 9:46 9:46 AM 39.4 26128.9077
87 6/15/2021 9:46 9:46 AM 40.3 32145.57916
88 6/15/2021 9:46 9:46 AM 41.7 44373.25165
89 6/15/2021 9:46 9:46 AM 43.5 67161.63416
90 6/15/2021 9:46 9:46 AM 45.2 99339.33644
91 6/15/2021 9:46 9:46 AM 46.8 143589.0277
92 6/15/2021 9:46 9:46 AM 56.1 1222140.833
93 6/15/2021 9:46 9:46 AM 56.4 1309547.497
94 6/15/2021 9:46 9:46 AM 53.9 736412.6747
95 6/15/2021 9:46 9:46 AM 46.4 130954.7497
96 6/15/2021 9:46 9:46 AM 50.2 314138.5644
97 6/15/2021 9:46 9:46 AM 57.1 1538584.152
98 6/15/2021 9:46 9:46 AM 47.2 157442.2381
99 6/15/2021 9:46 9:46 AM 41.7 44373.25165
100 6/15/2021 9:46 9:46 AM 43.3 64138.86269
101 6/15/2021 9:46 9:46 AM 53.2 626788.8393
102 6/15/2021 9:47 9:47 AM 56.9 1469336.458
103 6/15/2021 9:47 9:47 AM 49.6 273603.2518
104 6/15/2021 9:47 9:47 AM 46 119432.1512
105 6/15/2021 9:47 9:47 AM 45.9 116713.5435
106 6/15/2021 9:47 9:47 AM 48.3 202824.8926
107 6/15/2021 9:47 9:47 AM 56.2 1250608.15
108 6/15/2021 9:47 9:47 AM 52.1 486543.0292
109 6/15/2021 9:47 9:47 AM 45.9 116713.5435
110 6/15/2021 9:47 9:47 AM 43.1 61252.13834
111 6/15/2021 9:47 9:47 AM 44.2 78908.03976
112 6/15/2021 9:47 9:47 AM 46.4 130954.7497
113 6/15/2021 9:47 9:47 AM 52 475467.9577
114 6/15/2021 9:47 9:47 AM 58.4 2075492.913
115 6/15/2021 9:47 9:47 AM 51.8 454068.3745
116 6/15/2021 9:47 9:47 AM 42.5 53348.3823
117 6/15/2021 9:47 9:47 AM 43.8 71964.98757
118 6/15/2021 9:47 9:47 AM 40.7 35246.92665
119 6/15/2021 9:47 9:47 AM 40.2 31413.85644
120 6/15/2021 9:47 9:47 AM 40.3 32145.57916
121 6/15/2021 9:47 9:47 AM 41.5 42376.12634
122 6/15/2021 9:48 9:48 AM 51.2 395477.0216
123 6/15/2021 9:48 9:48 AM 54.4 826268.611
124 6/15/2021 9:48 9:48 AM 55.5 1064440.168
125 6/15/2021 9:48 9:48 AM 52.7 558626.141
126 6/15/2021 9:48 9:48 AM 56.3 1279738.556
127 6/15/2021 9:48 9:48 AM 50.4 328943.4588
128 6/15/2021 9:48 9:48 AM 44.5 84551.48794
129 6/15/2021 9:48 9:48 AM 43.4 65632.84872
130 6/15/2021 9:48 9:48 AM 43.9 73641.26747
131 6/15/2021 9:48 9:48 AM 45.9 116713.5435
132 6/15/2021 9:48 9:48 AM 44.3 80746.04412
133 6/15/2021 9:48 9:48 AM 44.5 84551.48794
134 6/15/2021 9:48 9:48 AM 44.1 77111.87348
135 6/15/2021 9:48 9:48 AM 45 94868.32981
136 6/15/2021 9:48 9:48 AM 42.1 48654.30292
137 6/15/2021 9:48 9:48 AM 42.4 52134.02486
138 6/15/2021 9:48 9:48 AM 40 30000
139 6/15/2021 9:48 9:48 AM 42.9 58495.33799
140 6/15/2021 9:48 9:48 AM 41.1 38647.48655
141 6/15/2021 9:48 9:48 AM 38.7 22239.30724
142 6/15/2021 9:49 9:49 AM 38.5 21238.37353
143 6/15/2021 9:49 9:49 AM 38.6 21733.0788
144 6/15/2021 9:49 9:49 AM 38.6 21733.0788
145 6/15/2021 9:49 9:49 AM 37.9 18497.85006
146 6/15/2021 9:49 9:49 AM 38.4 20754.92913
147 6/15/2021 9:49 9:49 AM 40.1 30698.78977
148 6/15/2021 9:49 9:49 AM 38.3 20282.48926
149 6/15/2021 9:49 9:49 AM 37.9 18497.85006
150 6/15/2021 9:49 9:49 AM 37.7 17665.30966
151 6/15/2021 9:49 9:49 AM 38 18928.72033
152 6/15/2021 9:49 9:49 AM 38.3 20282.48926
153 6/15/2021 9:49 9:49 AM 39.5 26737.52814
154 6/15/2021 9:49 9:49 AM 40.5 33660.55363
155 6/15/2021 9:49 9:49 AM 40.3 32145.57916
156 6/15/2021 9:49 9:49 AM 40.7 35246.92665
157 6/15/2021 9:49 9:49 AM 42.8 57163.82154
158 6/15/2021 9:49 9:49 AM 48.1 193696.2687
159 6/15/2021 9:49 9:49 AM 55.3 1016532.468
160 6/15/2021 9:49 9:49 AM 48.7 222393.0724
161 6/15/2021 9:49 9:49 AM 42.2 49787.60722
162 6/15/2021 9:50 9:50 AM 40.8 36067.93304
163 6/15/2021 9:50 9:50 AM 41.3 40468.88648
164 6/15/2021 9:50 9:50 AM 44.8 90598.55161
165 6/15/2021 9:50 9:50 AM 57 1503561.701
166 6/15/2021 9:50 9:50 AM 57.4 1648622.622
167 6/15/2021 9:50 9:50 AM 54.2 789080.3976
168 6/15/2021 9:50 9:50 AM 45.8 114056.8189
169 6/15/2021 9:50 9:50 AM 40.9 36908.06312
170 6/15/2021 9:50 9:50 AM 40.5 33660.55363
171 6/15/2021 9:50 9:50 AM 40.3 32145.57916
172 6/15/2021 9:50 9:50 AM 39.5 26737.52814
173 6/15/2021 9:50 9:50 AM 40.1 30698.78977
174 6/15/2021 9:50 9:50 AM 39.5 26737.52814
175 6/15/2021 9:50 9:50 AM 40.4 32894.34588
176 6/15/2021 9:50 9:50 AM 39.4 26128.9077
177 6/15/2021 9:50 9:50 AM 40 30000
178 6/15/2021 9:50 9:50 AM 40.7 35246.92665
179 6/15/2021 9:50 9:50 AM 39.3 25534.14115
180 6/15/2021 9:50 9:50 AM 39.8 28649.77758
181 6/15/2021 9:50 9:50 AM 39.3 25534.14115
182 6/15/2021 9:51 9:51 AM 40 30000
183 6/15/2021 9:51 9:51 AM 40.3 32145.57916
184 6/15/2021 9:51 9:51 AM 40.1 30698.78977
185 6/15/2021 9:51 9:51 AM 38.8 22757.32725
186 6/15/2021 9:51 9:51 AM 38.8 22757.32725
187 6/15/2021 9:51 9:51 AM 40.8 36067.93304
188 6/15/2021 9:51 9:51 AM 46.2 125060.815
189 6/15/2021 9:51 9:51 AM 55 948683.2981
190 6/15/2021 9:51 9:51 AM 48.3 202824.8926
191 6/15/2021 9:51 9:51 AM 42.5 53348.3823
192 6/15/2021 9:51 9:51 AM 40.4 32894.34588
193 6/15/2021 9:51 9:51 AM 39.8 28649.77758
194 6/15/2021 9:51 9:51 AM 39.5 26737.52814
195 6/15/2021 9:51 9:51 AM 39.5 26737.52814
196 6/15/2021 9:51 9:51 AM 41.1 38647.48655
197 6/15/2021 9:51 9:51 AM 40.1 30698.78977
198 6/15/2021 9:51 9:51 AM 39.8 28649.77758
199 6/15/2021 9:51 9:51 AM 40.7 35246.92665
200 6/15/2021 9:51 9:51 AM 41.3 40468.88648
201 6/15/2021 9:51 9:51 AM 41.6 43363.19312
202 6/15/2021 9:52 9:52 AM 41.7 44373.25165
203 6/15/2021 9:52 9:52 AM 44.1 77111.87348
204 6/15/2021 9:52 9:52 AM 57.7 1766530.966
205 6/15/2021 9:52 9:52 AM 64 7535659.295
206 6/15/2021 9:52 9:52 AM 54.5 845514.8794
207 6/15/2021 9:52 9:52 AM 49.2 249529.1313
208 6/15/2021 9:52 9:52 AM 50.6 344446.0864
209 6/15/2021 9:52 9:52 AM 46.5 134005.0776
210 6/15/2021 9:52 9:52 AM 41.1 38647.48655
211 6/15/2021 9:52 9:52 AM 51.9 464644.9857
212 6/15/2021 9:52 9:52 AM 51.3 404688.8648
213 6/15/2021 9:52 9:52 AM 51.3 404688.8648
214 6/15/2021 9:52 9:52 AM 50.5 336605.5363
215 6/15/2021 9:52 9:52 AM 44.4 82626.8611
216 6/15/2021 9:52 9:52 AM 42.6 54591.02576
217 6/15/2021 9:52 9:52 AM 43.3 64138.86269
218 6/15/2021 9:52 9:52 AM 44.2 78908.03976
219 6/15/2021 9:52 9:52 AM 56.8 1435890.277
220 6/15/2021 9:52 9:52 AM 53.2 626788.8393
221 6/15/2021 9:52 9:52 AM 46.3 127973.8556
222 6/15/2021 9:53 9:53 AM 41.2 39547.70216
223 6/15/2021 9:53 9:53 AM 40.3 32145.57916
224 6/15/2021 9:53 9:53 AM 40.3 32145.57916
225 6/15/2021 9:53 9:53 AM 40.6 34444.60864
226 6/15/2021 9:53 9:53 AM 40.4 32894.34588
227 6/15/2021 9:53 9:53 AM 40.2 31413.85644
228 6/15/2021 9:53 9:53 AM 39.8 28649.77758
229 6/15/2021 9:53 9:53 AM 40.5 33660.55363
230 6/15/2021 9:53 9:53 AM 41.2 39547.70216
231 6/15/2021 9:53 9:53 AM 44.8 90598.55161
232 6/15/2021 9:53 9:53 AM 52 475467.9577
233 6/15/2021 9:53 9:53 AM 55.8 1140568.189
234 6/15/2021 9:53 9:53 AM 57 1503561.701
235 6/15/2021 9:53 9:53 AM 58.2 1982080.344
236 6/15/2021 9:53 9:53 AM 53.8 719649.8757
237 6/15/2021 9:53 9:53 AM 55.4 1040210.551
238 6/15/2021 9:53 9:53 AM 46.9 146933.6458
239 6/15/2021 9:53 9:53 AM 41.4 41411.52794
240 6/15/2021 9:53 9:53 AM 41.6 43363.19312
241 6/15/2021 9:53 9:53 AM 41.1 38647.48655
242 6/15/2021 9:54 9:54 AM 40.9 36908.06312
243 6/15/2021 9:54 9:54 AM 40.9 36908.06312
244 6/15/2021 9:54 9:54 AM 41.4 41411.52794
245 6/15/2021 9:54 9:54 AM 40.8 36067.93304
246 6/15/2021 9:54 9:54 AM 40.4 32894.34588
247 6/15/2021 9:54 9:54 AM 40.8 36067.93304
248 6/15/2021 9:54 9:54 AM 40.9 36908.06312
249 6/15/2021 9:54 9:54 AM 41.2 39547.70216
250 6/15/2021 9:54 9:54 AM 41.4 41411.52794
251 6/15/2021 9:54 9:54 AM 41.8 45406.83745
252 6/15/2021 9:54 9:54 AM 42.6 54591.02576
253 6/15/2021 9:54 9:54 AM 42.5 53348.3823
254 6/15/2021 9:54 9:54 AM 42.3 50947.30957
255 6/15/2021 9:54 9:54 AM 42.4 52134.02486
256 6/15/2021 9:54 9:54 AM 42.3 50947.30957
257 6/15/2021 9:54 9:54 AM 43.3 64138.86269
258 6/15/2021 9:54 9:54 AM 54.1 771118.7348
259 6/15/2021 9:54 9:54 AM 53.5 671616.3416
260 6/15/2021 9:54 9:54 AM 47 150356.1701
261 6/15/2021 9:54 9:54 AM 44.3 80746.04412
262 6/15/2021 9:55 9:55 AM 59.8 2864977.758
263 6/15/2021 9:55 9:55 AM 59.6 2736032.518
264 6/15/2021 9:55 9:55 AM 49.4 261289.077
265 6/15/2021 9:55 9:55 AM 43.4 65632.84872
266 6/15/2021 9:55 9:55 AM 42.8 57163.82154
267 6/15/2021 9:55 9:55 AM 42.9 58495.33799
268 6/15/2021 9:55 9:55 AM 43 59857.86945
269 6/15/2021 9:55 9:55 AM 44.8 90598.55161
270 6/15/2021 9:55 9:55 AM 61.3 4046888.648
271 6/15/2021 9:55 9:55 AM 56.8 1435890.277
272 6/15/2021 9:55 9:55 AM 48.4 207549.2913
273 6/15/2021 9:55 9:55 AM 43.5 67161.63416
274 6/15/2021 9:55 9:55 AM 43.5 67161.63416
275 6/15/2021 9:55 9:55 AM 46 119432.1512
276 6/15/2021 9:55 9:55 AM 47.2 157442.2381
277 6/15/2021 9:55 9:55 AM 50.5 336605.5363
278 6/15/2021 9:55 9:55 AM 52.7 558626.141
279 6/15/2021 9:55 9:55 AM 51 377677.6235
280 6/15/2021 9:55 9:55 AM 56.6 1371264.569
281 6/15/2021 9:55 9:55 AM 56.8 1435890.277
282 6/15/2021 9:56 9:56 AM 53.8 719649.8757
283 6/15/2021 9:56 9:56 AM 46.6 137126.4569
284 6/15/2021 9:56 9:56 AM 43.6 68726.02958
285 6/15/2021 9:56 9:56 AM 44.1 77111.87348
286 6/15/2021 9:56 9:56 AM 44.7 88536.2768
287 6/15/2021 9:56 9:56 AM 44.4 82626.8611
288 6/15/2021 9:56 9:56 AM 43.8 71964.98757
289 6/15/2021 9:56 9:56 AM 43.6 68726.02958
290 6/15/2021 9:56 9:56 AM 44.3 80746.04412
291 6/15/2021 9:56 9:56 AM 45.6 108923.4164
292 6/15/2021 9:56 9:56 AM 51.6 433631.9312
293 6/15/2021 9:56 9:56 AM 58.4 2075492.913
294 6/15/2021 9:56 9:56 AM 54.6 865209.4509
295 6/15/2021 9:56 9:56 AM 56.4 1309547.497
296 6/15/2021 9:56 9:56 AM 54 753565.9295
297 6/15/2021 9:56 9:56 AM 53.2 626788.8393
298 6/15/2021 9:56 9:56 AM 51.7 443732.5165
299 6/15/2021 9:56 9:56 AM 49.3 255341.4115
300 6/15/2021 9:56 9:56 AM 47 150356.1701
Start 9:41:57 AM 0.404132
End 9:56:51 AM 0.414479
Interval 0:01:00 0.000694
Noise Level Graph Inputs
35
45
55
65
75
85
95
10:21 AM10:22 AM10:23 AM10:24 AM10:25 AM10:26 AM10:27 AM10:28 AM10:29 AM10:30 AM10:31 AM10:32 AM10:33 AM10:34 AM10:35 AMdBATime
Short-Term Noise Measurement 2 -Foothill Boulevard-June 15, 2021
Data Logger 2
Duration (seconds)3
Weighting A
Response SLOW
Range 30-90
L05 64.7
L10 63.3
L50 56.3
L90 50.6
L95 49.2
Lmax 84.3
Time 6/15/2021 10:35
SEL 91.4
Leq 62.7
No.s Date Time Time dB Sound Energy
1 6/15/2021 10:21 10:21 AM 53.6 687260.2958
2 6/15/2021 10:21 10:21 AM 55.2 993393.3644
3 6/15/2021 10:21 10:21 AM 53.3 641388.6269
4 6/15/2021 10:21 10:21 AM 52 475467.9577
5 6/15/2021 10:21 10:21 AM 51.9 464644.9857
6 6/15/2021 10:21 10:21 AM 50.5 336605.5363
7 6/15/2021 10:21 10:21 AM 49 238298.4704
8 6/15/2021 10:21 10:21 AM 57.2 1574422.381
9 6/15/2021 10:21 10:21 AM 59.7 2799762.902
10 6/15/2021 10:21 10:21 AM 55.7 1114605.687
11 6/15/2021 10:21 10:21 AM 55.1 970780.9708
12 6/15/2021 10:21 10:21 AM 58.6 2173307.88
13 6/15/2021 10:21 10:21 AM 67 15035617.01
14 6/15/2021 10:21 10:21 AM 63.3 6413886.269
15 6/15/2021 10:21 10:21 AM 62.6 5459102.576
16 6/15/2021 10:21 10:21 AM 63.3 6413886.269
17 6/15/2021 10:21 10:21 AM 61 3776776.235
18 6/15/2021 10:22 10:22 AM 55 948683.2981
19 6/15/2021 10:22 10:22 AM 50.8 360679.3304
20 6/15/2021 10:22 10:22 AM 47.5 168702.3976
21 6/15/2021 10:22 10:22 AM 48.7 222393.0724
22 6/15/2021 10:22 10:22 AM 49.4 261289.077
23 6/15/2021 10:22 10:22 AM 54 753565.9295
24 6/15/2021 10:22 10:22 AM 56.2 1250608.15
25 6/15/2021 10:22 10:22 AM 56.5 1340050.776
26 6/15/2021 10:22 10:22 AM 63 5985786.945
27 6/15/2021 10:22 10:22 AM 59.4 2612890.77
28 6/15/2021 10:22 10:22 AM 55 948683.2981
Short-Term Noise Measurement 2 - Foothill Boulevard
29 6/15/2021 10:22 10:22 AM 53.7 703268.6446
30 6/15/2021 10:22 10:22 AM 60.2 3141385.644
31 6/15/2021 10:22 10:22 AM 56.4 1309547.497
32 6/15/2021 10:22 10:22 AM 55.2 993393.3644
33 6/15/2021 10:22 10:22 AM 57.7 1766530.966
34 6/15/2021 10:22 10:22 AM 60 3000000
35 6/15/2021 10:22 10:22 AM 54.9 927088.6298
36 6/15/2021 10:22 10:22 AM 51.4 414115.2794
37 6/15/2021 10:22 10:22 AM 51 377677.6235
38 6/15/2021 10:23 10:23 AM 60.3 3214557.916
39 6/15/2021 10:23 10:23 AM 55.6 1089234.164
40 6/15/2021 10:23 10:23 AM 52.7 558626.141
41 6/15/2021 10:23 10:23 AM 52.1 486543.0292
42 6/15/2021 10:23 10:23 AM 50.7 352469.2665
43 6/15/2021 10:23 10:23 AM 49.5 267375.2814
44 6/15/2021 10:23 10:23 AM 49.6 273603.2518
45 6/15/2021 10:23 10:23 AM 55.4 1040210.551
46 6/15/2021 10:23 10:23 AM 54 753565.9295
47 6/15/2021 10:23 10:23 AM 52.1 486543.0292
48 6/15/2021 10:23 10:23 AM 54.2 789080.3976
49 6/15/2021 10:23 10:23 AM 54.3 807460.4412
50 6/15/2021 10:23 10:23 AM 53.8 719649.8757
51 6/15/2021 10:23 10:23 AM 52.6 545910.2576
52 6/15/2021 10:23 10:23 AM 55 948683.2981
53 6/15/2021 10:23 10:23 AM 54.5 845514.8794
54 6/15/2021 10:23 10:23 AM 52.6 545910.2576
55 6/15/2021 10:23 10:23 AM 56.1 1222140.833
56 6/15/2021 10:23 10:23 AM 57.3 1611095.389
57 6/15/2021 10:23 10:23 AM 56.5 1340050.776
58 6/15/2021 10:24 10:24 AM 50.5 336605.5363
59 6/15/2021 10:24 10:24 AM 52.3 509473.0957
60 6/15/2021 10:24 10:24 AM 55.6 1089234.164
61 6/15/2021 10:24 10:24 AM 64.2 7890803.976
62 6/15/2021 10:24 10:24 AM 72.3 50947309.57
63 6/15/2021 10:24 10:24 AM 68.4 20754929.13
64 6/15/2021 10:24 10:24 AM 69.1 24384915.48
65 6/15/2021 10:24 10:24 AM 65 9486832.981
66 6/15/2021 10:24 10:24 AM 63 5985786.945
67 6/15/2021 10:24 10:24 AM 61.9 4646449.857
68 6/15/2021 10:24 10:24 AM 60.2 3141385.644
69 6/15/2021 10:24 10:24 AM 65.4 10402105.51
70 6/15/2021 10:24 10:24 AM 62.2 4978760.722
71 6/15/2021 10:24 10:24 AM 60.9 3690806.312
72 6/15/2021 10:24 10:24 AM 55.2 993393.3644
73 6/15/2021 10:24 10:24 AM 58.4 2075492.913
74 6/15/2021 10:24 10:24 AM 56.2 1250608.15
75 6/15/2021 10:24 10:24 AM 57.7 1766530.966
76 6/15/2021 10:24 10:24 AM 59.5 2673752.814
77 6/15/2021 10:24 10:24 AM 65.2 9933933.644
78 6/15/2021 10:25 10:25 AM 58.6 2173307.88
79 6/15/2021 10:25 10:25 AM 53.4 656328.4872
80 6/15/2021 10:25 10:25 AM 51.3 404688.8648
81 6/15/2021 10:25 10:25 AM 53.8 719649.8757
82 6/15/2021 10:25 10:25 AM 53.2 626788.8393
83 6/15/2021 10:25 10:25 AM 53.2 626788.8393
84 6/15/2021 10:25 10:25 AM 56.9 1469336.458
85 6/15/2021 10:25 10:25 AM 56.9 1469336.458
86 6/15/2021 10:25 10:25 AM 54.7 885362.768
87 6/15/2021 10:25 10:25 AM 52.3 509473.0957
88 6/15/2021 10:25 10:25 AM 53.1 612521.3834
89 6/15/2021 10:25 10:25 AM 50.7 352469.2665
90 6/15/2021 10:25 10:25 AM 61.6 4336319.312
91 6/15/2021 10:25 10:25 AM 61.9 4646449.857
92 6/15/2021 10:25 10:25 AM 54.6 865209.4509
93 6/15/2021 10:25 10:25 AM 49.3 255341.4115
94 6/15/2021 10:25 10:25 AM 48.9 232874.135
95 6/15/2021 10:25 10:25 AM 56.7 1403205.424
96 6/15/2021 10:25 10:25 AM 55.6 1089234.164
97 6/15/2021 10:25 10:25 AM 52.3 509473.0957
98 6/15/2021 10:26 10:26 AM 51.2 395477.0216
99 6/15/2021 10:26 10:26 AM 54.8 905985.5161
100 6/15/2021 10:26 10:26 AM 61.9 4646449.857
101 6/15/2021 10:26 10:26 AM 58.8 2275732.725
102 6/15/2021 10:26 10:26 AM 60.1 3069878.977
103 6/15/2021 10:26 10:26 AM 62.6 5459102.576
104 6/15/2021 10:26 10:26 AM 61.1 3864748.655
105 6/15/2021 10:26 10:26 AM 59.6 2736032.518
106 6/15/2021 10:26 10:26 AM 63.3 6413886.269
107 6/15/2021 10:26 10:26 AM 70 30000000
108 6/15/2021 10:26 10:26 AM 64.1 7711187.348
109 6/15/2021 10:26 10:26 AM 57.2 1574422.381
110 6/15/2021 10:26 10:26 AM 54.4 826268.611
111 6/15/2021 10:26 10:26 AM 55.3 1016532.468
112 6/15/2021 10:26 10:26 AM 63.9 7364126.747
113 6/15/2021 10:26 10:26 AM 64.2 7890803.976
114 6/15/2021 10:26 10:26 AM 61.1 3864748.655
115 6/15/2021 10:26 10:26 AM 59.4 2612890.77
116 6/15/2021 10:26 10:26 AM 55.1 970780.9708
117 6/15/2021 10:26 10:26 AM 53.5 671616.3416
118 6/15/2021 10:27 10:27 AM 51.3 404688.8648
119 6/15/2021 10:27 10:27 AM 56.6 1371264.569
120 6/15/2021 10:27 10:27 AM 60.9 3690806.312
121 6/15/2021 10:27 10:27 AM 62.3 5094730.957
122 6/15/2021 10:27 10:27 AM 68 18928720.33
123 6/15/2021 10:27 10:27 AM 60.3 3214557.916
124 6/15/2021 10:27 10:27 AM 53.6 687260.2958
125 6/15/2021 10:27 10:27 AM 61.6 4336319.312
126 6/15/2021 10:27 10:27 AM 62.4 5213402.486
127 6/15/2021 10:27 10:27 AM 56.1 1222140.833
128 6/15/2021 10:27 10:27 AM 53.6 687260.2958
129 6/15/2021 10:27 10:27 AM 53.7 703268.6446
130 6/15/2021 10:27 10:27 AM 52.2 497876.0722
131 6/15/2021 10:27 10:27 AM 51.8 454068.3745
132 6/15/2021 10:27 10:27 AM 52.2 497876.0722
133 6/15/2021 10:27 10:27 AM 53.2 626788.8393
134 6/15/2021 10:27 10:27 AM 60 3000000
135 6/15/2021 10:27 10:27 AM 56.8 1435890.277
136 6/15/2021 10:27 10:27 AM 52.6 545910.2576
137 6/15/2021 10:27 10:27 AM 54.7 885362.768
138 6/15/2021 10:28 10:28 AM 60.6 3444460.864
139 6/15/2021 10:28 10:28 AM 60.1 3069878.977
140 6/15/2021 10:28 10:28 AM 57.5 1687023.976
141 6/15/2021 10:28 10:28 AM 52.4 521340.2486
142 6/15/2021 10:28 10:28 AM 51.8 454068.3745
143 6/15/2021 10:28 10:28 AM 59 2382984.704
144 6/15/2021 10:28 10:28 AM 61.1 3864748.655
145 6/15/2021 10:28 10:28 AM 59.8 2864977.758
146 6/15/2021 10:28 10:28 AM 57.1 1538584.152
147 6/15/2021 10:28 10:28 AM 62.8 5716382.154
148 6/15/2021 10:28 10:28 AM 70.5 33660553.63
149 6/15/2021 10:28 10:28 AM 67.7 17665309.66
150 6/15/2021 10:28 10:28 AM 65.8 11405681.89
151 6/15/2021 10:28 10:28 AM 63.5 6716163.416
152 6/15/2021 10:28 10:28 AM 62.1 4865430.292
153 6/15/2021 10:28 10:28 AM 61.5 4237612.634
154 6/15/2021 10:28 10:28 AM 56.6 1371264.569
155 6/15/2021 10:28 10:28 AM 60.7 3524692.665
156 6/15/2021 10:28 10:28 AM 61.7 4437325.165
157 6/15/2021 10:28 10:28 AM 58.7 2223930.724
158 6/15/2021 10:29 10:29 AM 61.2 3954770.216
159 6/15/2021 10:29 10:29 AM 60.1 3069878.977
160 6/15/2021 10:29 10:29 AM 54.3 807460.4412
161 6/15/2021 10:29 10:29 AM 58.6 2173307.88
162 6/15/2021 10:29 10:29 AM 54.5 845514.8794
163 6/15/2021 10:29 10:29 AM 51.5 423761.2634
164 6/15/2021 10:29 10:29 AM 65.4 10402105.51
165 6/15/2021 10:29 10:29 AM 60.7 3524692.665
166 6/15/2021 10:29 10:29 AM 55.4 1040210.551
167 6/15/2021 10:29 10:29 AM 50.2 314138.5644
168 6/15/2021 10:29 10:29 AM 52.1 486543.0292
169 6/15/2021 10:29 10:29 AM 59.5 2673752.814
170 6/15/2021 10:29 10:29 AM 55 948683.2981
171 6/15/2021 10:29 10:29 AM 63.3 6413886.269
172 6/15/2021 10:29 10:29 AM 61.2 3954770.216
173 6/15/2021 10:29 10:29 AM 54.5 845514.8794
174 6/15/2021 10:29 10:29 AM 51.4 414115.2794
175 6/15/2021 10:29 10:29 AM 55.4 1040210.551
176 6/15/2021 10:29 10:29 AM 62.9 5849533.799
177 6/15/2021 10:29 10:29 AM 62.1 4865430.292
178 6/15/2021 10:30 10:30 AM 55.6 1089234.164
179 6/15/2021 10:30 10:30 AM 50.5 336605.5363
180 6/15/2021 10:30 10:30 AM 54.8 905985.5161
181 6/15/2021 10:30 10:30 AM 63 5985786.945
182 6/15/2021 10:30 10:30 AM 65.4 10402105.51
183 6/15/2021 10:30 10:30 AM 63.7 7032686.446
184 6/15/2021 10:30 10:30 AM 62.2 4978760.722
185 6/15/2021 10:30 10:30 AM 57.6 1726319.812
186 6/15/2021 10:30 10:30 AM 51.3 404688.8648
187 6/15/2021 10:30 10:30 AM 48.8 227573.2725
188 6/15/2021 10:30 10:30 AM 53.5 671616.3416
189 6/15/2021 10:30 10:30 AM 56 1194321.512
190 6/15/2021 10:30 10:30 AM 52.8 571638.2154
191 6/15/2021 10:30 10:30 AM 54.2 789080.3976
192 6/15/2021 10:30 10:30 AM 58.6 2173307.88
193 6/15/2021 10:30 10:30 AM 64.1 7711187.348
194 6/15/2021 10:30 10:30 AM 63 5985786.945
195 6/15/2021 10:30 10:30 AM 60.8 3606793.304
196 6/15/2021 10:30 10:30 AM 54.3 807460.4412
197 6/15/2021 10:30 10:30 AM 55.6 1089234.164
198 6/15/2021 10:31 10:31 AM 57.1 1538584.152
199 6/15/2021 10:31 10:31 AM 57.6 1726319.812
200 6/15/2021 10:31 10:31 AM 60.6 3444460.864
201 6/15/2021 10:31 10:31 AM 64.3 8074604.412
202 6/15/2021 10:31 10:31 AM 60.2 3141385.644
203 6/15/2021 10:31 10:31 AM 58.9 2328741.35
204 6/15/2021 10:31 10:31 AM 53.8 719649.8757
205 6/15/2021 10:31 10:31 AM 51 377677.6235
206 6/15/2021 10:31 10:31 AM 49 238298.4704
207 6/15/2021 10:31 10:31 AM 47.7 176653.0966
208 6/15/2021 10:31 10:31 AM 48.7 222393.0724
209 6/15/2021 10:31 10:31 AM 54.2 789080.3976
210 6/15/2021 10:31 10:31 AM 60.7 3524692.665
211 6/15/2021 10:31 10:31 AM 55.6 1089234.164
212 6/15/2021 10:31 10:31 AM 57.8 1807678.758
213 6/15/2021 10:31 10:31 AM 56.1 1222140.833
214 6/15/2021 10:31 10:31 AM 51.2 395477.0216
215 6/15/2021 10:31 10:31 AM 52.4 521340.2486
216 6/15/2021 10:31 10:31 AM 52.4 521340.2486
217 6/15/2021 10:31 10:31 AM 59.2 2495291.313
218 6/15/2021 10:32 10:32 AM 58.6 2173307.88
219 6/15/2021 10:32 10:32 AM 55.3 1016532.468
220 6/15/2021 10:32 10:32 AM 53.4 656328.4872
221 6/15/2021 10:32 10:32 AM 53 598578.6945
222 6/15/2021 10:32 10:32 AM 53.7 703268.6446
223 6/15/2021 10:32 10:32 AM 52.6 545910.2576
224 6/15/2021 10:32 10:32 AM 50.3 321455.7916
225 6/15/2021 10:32 10:32 AM 55.5 1064440.168
226 6/15/2021 10:32 10:32 AM 60.1 3069878.977
227 6/15/2021 10:32 10:32 AM 55.4 1040210.551
228 6/15/2021 10:32 10:32 AM 52.9 584953.3799
229 6/15/2021 10:32 10:32 AM 57.9 1849785.006
230 6/15/2021 10:32 10:32 AM 57.5 1687023.976
231 6/15/2021 10:32 10:32 AM 56.5 1340050.776
232 6/15/2021 10:32 10:32 AM 57 1503561.701
233 6/15/2021 10:32 10:32 AM 57.2 1574422.381
234 6/15/2021 10:32 10:32 AM 54.3 807460.4412
235 6/15/2021 10:32 10:32 AM 63.2 6267888.393
236 6/15/2021 10:32 10:32 AM 63.3 6413886.269
237 6/15/2021 10:32 10:32 AM 63.2 6267888.393
238 6/15/2021 10:33 10:33 AM 64.3 8074604.412
239 6/15/2021 10:33 10:33 AM 62.8 5716382.154
240 6/15/2021 10:33 10:33 AM 58.2 1982080.344
241 6/15/2021 10:33 10:33 AM 54.9 927088.6298
242 6/15/2021 10:33 10:33 AM 53.2 626788.8393
243 6/15/2021 10:33 10:33 AM 58.6 2173307.88
244 6/15/2021 10:33 10:33 AM 63 5985786.945
245 6/15/2021 10:33 10:33 AM 58.9 2328741.35
246 6/15/2021 10:33 10:33 AM 57.8 1807678.758
247 6/15/2021 10:33 10:33 AM 60.8 3606793.304
248 6/15/2021 10:33 10:33 AM 62.1 4865430.292
249 6/15/2021 10:33 10:33 AM 62.9 5849533.799
250 6/15/2021 10:33 10:33 AM 59.3 2553414.115
251 6/15/2021 10:33 10:33 AM 56.1 1222140.833
252 6/15/2021 10:33 10:33 AM 54.1 771118.7348
253 6/15/2021 10:33 10:33 AM 53.3 641388.6269
254 6/15/2021 10:33 10:33 AM 60.8 3606793.304
255 6/15/2021 10:33 10:33 AM 62.4 5213402.486
256 6/15/2021 10:33 10:33 AM 57 1503561.701
257 6/15/2021 10:33 10:33 AM 53.8 719649.8757
258 6/15/2021 10:34 10:34 AM 52.8 571638.2154
259 6/15/2021 10:34 10:34 AM 50.8 360679.3304
260 6/15/2021 10:34 10:34 AM 53.7 703268.6446
261 6/15/2021 10:34 10:34 AM 54.9 927088.6298
262 6/15/2021 10:34 10:34 AM 50.2 314138.5644
263 6/15/2021 10:34 10:34 AM 49.4 261289.077
264 6/15/2021 10:34 10:34 AM 50.5 336605.5363
265 6/15/2021 10:34 10:34 AM 52.5 533483.823
266 6/15/2021 10:34 10:34 AM 52.5 533483.823
267 6/15/2021 10:34 10:34 AM 58.7 2223930.724
268 6/15/2021 10:34 10:34 AM 55.3 1016532.468
269 6/15/2021 10:34 10:34 AM 57.8 1807678.758
270 6/15/2021 10:34 10:34 AM 55 948683.2981
271 6/15/2021 10:34 10:34 AM 52.3 509473.0957
272 6/15/2021 10:34 10:34 AM 50.2 314138.5644
273 6/15/2021 10:34 10:34 AM 49.4 261289.077
274 6/15/2021 10:34 10:34 AM 52.3 509473.0957
275 6/15/2021 10:34 10:34 AM 55.7 1114605.687
276 6/15/2021 10:34 10:34 AM 64 7535659.295
277 6/15/2021 10:34 10:34 AM 72 47546795.77
278 6/15/2021 10:35 10:35 AM 83.9 736412674.7
279 6/15/2021 10:35 10:35 AM 72.9 58495337.99
280 6/15/2021 10:35 10:35 AM 63.1 6125213.834
281 6/15/2021 10:35 10:35 AM 58.1 1936962.687
282 6/15/2021 10:35 10:35 AM 56.2 1250608.15
283 6/15/2021 10:35 10:35 AM 58.8 2275732.725
284 6/15/2021 10:35 10:35 AM 58.5 2123837.353
285 6/15/2021 10:35 10:35 AM 58.1 1936962.687
286 6/15/2021 10:35 10:35 AM 58.7 2223930.724
287 6/15/2021 10:35 10:35 AM 62.2 4978760.722
288 6/15/2021 10:35 10:35 AM 58.6 2173307.88
289 6/15/2021 10:35 10:35 AM 53.7 703268.6446
290 6/15/2021 10:35 10:35 AM 49.3 255341.4115
291 6/15/2021 10:35 10:35 AM 47.7 176653.0966
292 6/15/2021 10:35 10:35 AM 47.7 176653.0966
293 6/15/2021 10:35 10:35 AM 47.9 184978.5006
294 6/15/2021 10:35 10:35 AM 45.4 104021.0551
295 6/15/2021 10:35 10:35 AM 47.1 153858.4152
296 6/15/2021 10:35 10:35 AM 49.1 243849.1548
297 6/15/2021 10:35 10:35 AM 55.2 993393.3644
298 6/15/2021 10:36 10:36 AM 55.8 1140568.189
299 6/15/2021 10:36 10:36 AM 52.3 509473.0957
300 6/15/2021 10:36 10:36 AM 51.6 433631.9312
Start 10:21:11 AM 0.431377
End 10:36:05 AM 0.441725
Interval 0:01:00 0.000694
Noise Level Graph Inputs
Appendix B
Noise Modeling Results
AM-PM Peak HR
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
Source 7
Source 8
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.Parking Garage 22
Distance (source to receiver)distance (ft)350
Daytime Hours autos/hour 458
(7 AM - 10 PM)
Nighttime Hours autos/hour 458
(10 PM - 7 AM)
Wheel Flats?
Jointed Track?
Embedded Track?
Aerial Structure?
Barrier Present?Y/N n
Intervening Rows of of Buildings number of rows 2
Parking Structure
RESULTS
Source 1 Source 2 Source 3
0
26
26
Leq - nighttime (dB)
LAND USE CATEGORY
Noise receiver land use category (1, 2 or 3)
0 0
Leq - daytime (dB)
26
26
0
0
00
0 0
0
0
0
0
0
0
0
Foothill Boulevard & Tokay Avenue
0
Ldn (dB)
32
32
0
0
0
0
Page 1
Appendix ___
Rincon FHWA Traffic Noise Model
Model Input
Project Name :Foothill Boulevard and Tokay Avenue Residential Project
Project Number :21-11204
Modeling Condition :Existing
Ground Type :Hard Peak ratio to ADT:Metric (Leq, Ldn, CNEL) :CNEL Traffic Desc. (Peak or ADT) :ADT
From To Automobiles Motorcycles Bus Medium Trucks Heavy Trucks Day Evening Night
1 Almeria Avenue Foothill Boulevard Barbee Avenue 3,350 25 20 97 2 1 85 15
2 Foothill Boulevard Almeria Avenue Catawba Avenue 19,540 45 50 97 2 1 85 15
3 Foothill Boulevard Almeria Avenue Sultana Avenue 19,400 45 50 97 2 1 85 15
4 Almeria Avenue Foothill Boulevard Arrow Boulevard 1,550 25 20 97 2 1 85 15
5 Tokay Avenue Foothill Boulevard Barbee Avenue 2,480 35 20 97 2 1 85 15
6 Foothill Boulevard Tokay Avenue Citrus Avenue 19,640 35 50 97 2 1 85 15
7 Foothill Boulevard Tokay Avenue Catawba Avenue 13,570 45 50 97 2 1 85 15
8 Tokay Avenue Foothill Boulevard Mission Avenue 3,440 35 20 97 2 1 85 15
9 Citrus Avenue Foothill Boulevard Barbee Avenue 11,920 40 25 97 2 1 85 15
10 Foothill Boulevard Citrus Avenue Oleander Avenue 11,670 45 50 97 2 1 85 15
Model Results
Project Number :Foothill Boulevard and Tokay Avenue Residential Project
Modeling Condition :21-11204
Ground Type :Existing
Metric (Leq, Ldn, CNEL) :CNEL
From To Automobiles Motorcycles Bus Medium Trucks Heavy Trucks Total 70 dB 65 dB 60 dB 55 dB 50 dB
1 Almeria Avenue Foothill Boulevard Barbee Avenue 63.5 0.0 0.0 53.9 56.5 64.7 6 19 59 187 591
2 Foothill Boulevard Almeria Avenue Catawba Avenue 68.8 0.0 0.0 58.6 60.3 69.7 47 149 471 1,491 4,714
3 Foothill Boulevard Almeria Avenue Sultana Avenue 68.8 0.0 0.0 58.6 60.2 69.7 47 148 468 1,480 4,680
4 Almeria Avenue Foothill Boulevard Arrow Boulevard 60.2 0.0 0.0 50.6 53.2 61.4 3 9 27 86 273
5 Tokay Avenue Foothill Boulevard Barbee Avenue 62.4 0.0 0.0 52.7 54.8 63.5 4 14 45 142 447
6 Foothill Boulevard Tokay Avenue Citrus Avenue 67.4 0.0 0.0 57.7 59.8 68.5 35 112 354 1,121 3,544
7 Foothill Boulevard Tokay Avenue Catawba Avenue 67.2 0.0 0.0 57.1 58.7 68.2 33 104 327 1,035 3,273
8 Tokay Avenue Foothill Boulevard Mission Avenue 63.9 0.0 0.0 54.2 56.2 64.9 6 20 62 196 621
9 Citrus Avenue Foothill Boulevard Barbee Avenue 68.9 0.0 0.0 59.0 60.8 69.9 24 77 243 769 2,430
10 Foothill Boulevard Citrus Avenue Oleander Avenue 66.6 0.0 0.0 56.4 58.0 67.5 28 89 282 890 2,815
Segment
Segment
Number Roadway
Noise Levels (dB) CNEL Distance to Traffic Noise Contours (feet)
Segment
Speed (mph)
Distance to
Centerline K-Factor
Segment
Number Roadway Traffic Volume
Vehicle Cassification Mix (%)24-Hour Traffic Distribution (%)
Appendix ___
Rincon FHWA Traffic Noise Model
Model Input
Project Name :Foothill Boulevard and Tokay Avenue Residential Project
Project Number :21-11204
Modeling Condition :Existing
Ground Type :Hard Peak ratio to ADT:Metric (Leq, Ldn, CNEL) :CNEL Traffic Desc. (Peak or ADT) :ADT
From To Automobiles Motorcycles Bus Medium Trucks Heavy Trucks Day Evening Night
1 Foothill Boulevard Citrus Avenue Tokay Avenue 11,470 45 50 97 2 1 85 15
2 Citrus Avenue Foothill Boulevard Ivy Avenue 12,580 25 25 97 2 1 85 15
1 1 15 10
1 1 15 10
1 1 15 10
1 1 15 10
1 1 15 10
1 1 15 10
1 1 15 10
1 1 15 10
Model Results
Project Number :Foothill Boulevard and Tokay Avenue Residential Project
Modeling Condition :21-11204
Ground Type :Existing
Metric (Leq, Ldn, CNEL) :CNEL
From To Automobiles Motorcycles Bus Medium Trucks Heavy Trucks Total 70 dB 65 dB 60 dB 55 dB 50 dB
1 Foothill Boulevard Citrus Avenue Tokay Avenue 66.5 0.0 0.0 56.3 58.0 67.4 28 87 277 875 2,767
2 Citrus Avenue Foothill Boulevard Ivy Avenue 68.3 0.0 0.0 58.7 61.3 69.5 22 70 222 702 2,219
Vehicle Cassification Mix (%)24-Hour Traffic Distribution (%)
K-Factor
Segment
Number Roadway
Segment Noise Levels (dB) CNEL Distance to Traffic Noise Contours (feet)
Segment
Number Roadway
Segment
Traffic Volume Speed (mph)
Distance to
Centerline
Appendix ___
Rincon FHWA Traffic Noise Model
Model Input
Project Name :Foothill Boulevard and Tokay Avenue Residential Project
Project Number :21-11204
Modeling Condition :Existing Plus Project
Ground Type :Hard Peak ratio to ADT:Metric (Leq, Ldn, CNEL) :CNEL Traffic Desc. (Peak or ADT) :ADT
From To Automobiles Motorcycles Bus Medium Trucks Heavy Trucks Day Evening Night
1 Almeria Avenue Foothill Boulevard Barbee Avenue 3,454 25 20 97 2 1 85 15
2 Foothill Boulevard Almeria Avenue Catawba Avenue 20,265 45 50 97 2 1 85 15
3 Foothill Boulevard Almeria Avenue Sultana Avenue 20,021 45 50 97 2 1 85 15
4 Almeria Avenue Foothill Boulevard Arrow Boulevard 1,654 25 20 97 2 1 85 15
5 Tokay Avenue Foothill Boulevard Barbee Avenue 2,584 35 20 97 2 1 85 15
6 Foothill Boulevard Tokay Avenue Citrus Avenue 20,675 35 50 97 2 1 85 15
7 Foothill Boulevard Tokay Avenue Catawba Avenue 14,605 45 50 97 2 1 85 15
8 Tokay Avenue Foothill Boulevard Mission Avenue 3,544 35 20 97 2 1 85 15
9 Citrus Avenue Foothill Boulevard Barbee Avenue 12,231 40 25 97 2 1 85 15
10 Foothill Boulevard Citrus Avenue Oleander Avenue 12,084 45 50 97 2 1 85 15
Model Results
Project Number :Foothill Boulevard and Tokay Avenue Residential Project
Modeling Condition :21-11204
Ground Type :Existing Plus Project
Metric (Leq, Ldn, CNEL) :CNEL
From To Automobiles Motorcycles Bus Medium Trucks Heavy Trucks Total 70 dB 65 dB 60 dB 55 dB 50 dB
1 Almeria Avenue Foothill Boulevard Barbee Avenue 63.7 0.0 0.0 54.1 56.6 64.8 6 19 61 193 609
2 Foothill Boulevard Almeria Avenue Catawba Avenue 69.0 0.0 0.0 58.8 60.4 69.9 49 155 489 1,546 4,888
3 Foothill Boulevard Almeria Avenue Sultana Avenue 68.9 0.0 0.0 58.8 60.4 69.8 48 153 483 1,527 4,830
4 Almeria Avenue Foothill Boulevard Arrow Boulevard 60.5 0.0 0.0 50.9 53.4 61.6 3 9 29 92 292
5 Tokay Avenue Foothill Boulevard Barbee Avenue 62.6 0.0 0.0 52.9 55.0 63.7 5 15 47 147 466
6 Foothill Boulevard Tokay Avenue Citrus Avenue 67.7 0.0 0.0 58.0 60.0 68.7 37 118 373 1,180 3,730
7 Foothill Boulevard Tokay Avenue Catawba Avenue 67.6 0.0 0.0 57.4 59.0 68.5 35 111 352 1,114 3,523
8 Tokay Avenue Foothill Boulevard Mission Avenue 64.0 0.0 0.0 54.3 56.3 65.0 6 20 64 202 639
9 Citrus Avenue Foothill Boulevard Barbee Avenue 69.0 0.0 0.0 59.1 60.9 70.0 25 79 249 789 2,494
10 Foothill Boulevard Citrus Avenue Oleander Avenue 66.7 0.0 0.0 56.6 58.2 67.7 29 92 291 922 2,915
Vehicle Cassification Mix (%)24-Hour Traffic Distribution (%)
K-Factor
Segment
Number Roadway
Segment Noise Levels (dB) CNEL Distance to Traffic Noise Contours (feet)
Segment
Number Roadway
Segment
Traffic Volume Speed (mph)
Distance to
Centerline
Appendix ___
Rincon FHWA Traffic Noise Model
Model Input
Project Name :Foothill Boulevard and Tokay Avenue Residential Project
Project Number :21-11204Modeling Condition :Existing Plus Project
Ground Type :Hard Peak ratio to ADT:Metric (Leq, Ldn, CNEL) :CNEL Traffic Desc. (Peak or ADT) :ADT
From To Automobiles Motorcycles Bus Medium Trucks Heavy Trucks Day Evening Night
1 Foothill Boulevard Citrus Avenue Tokay Avenue 12,505 25 50 97 2 1 85 0 15
2 Citrus Avenue Foothill Boulevard Ivy Avenue 12,891 45 25 97 2 1 85 0 15
2 1 0 15
2 1 0 15
2 1 0 15
2 1 0 15
2 1 0 15
2 1 0 15
2 1 0 15
2 1 0 15
Model Results
Project Number :Foothill Boulevard and Tokay Avenue Residential Project
Modeling Condition :21-11204
Ground Type :Existing Plus Project
Metric (Leq, Ldn, CNEL) :CNEL
From To Automobiles Motorcycles Bus Medium Trucks Heavy Trucks Total 70 dB 65 dB 60 dB 55 dB 50 dB
1 Foothill Boulevard Citrus Avenue Tokay Avenue 65.3 0.0 0.0 55.7 58.2 66.4 22 70 221 698 2,206
2 Citrus Avenue Foothill Boulevard Ivy Avenue 70.0 0.0 0.0 59.8 61.5 70.9 31 98 311 983 3,109
Vehicle Cassification Mix (%)24-Hour Traffic Distribution (%)
K-Factor
Segment
Number Roadway
Segment Noise Levels (dB) CNEL Distance to Traffic Noise Contours (feet)
Segment
Number Roadway
Segment
Traffic Volume Speed (mph)
Distance to
Centerline
Appendix ___
Rincon FHWA Traffic Noise Model
Model Input
Project Name :Foothill Boulevard and Tokay Avenue Residential Project
Project Number :21-11204
Modeling Condition :2023 Opening Year
Ground Type :Hard Peak ratio to ADT:Metric (Leq, Ldn, CNEL) :CNEL Traffic Desc. (Peak or ADT) :ADT
From To Automobiles Motorcycles Bus Medium Trucks Heavy Trucks Day Evening Night
1 Almeria Avenue Foothill Boulevard Barbee Avenue 4,750 25 20 97 2 1 85 15
2 Foothill Boulevard Almeria Avenue Catawba Avenue 23,480 45 50 97 2 1 85 15
3 Foothill Boulevard Almeria Avenue Sultana Avenue 23,210 45 50 97 2 1 85 15
4 Almeria Avenue Foothill Boulevard Arrow Boulevard 1,820 25 20 97 2 1 85 15
5 Tokay Avenue Foothill Boulevard Barbee Avenue 2,940 35 20 97 2 1 85 15
6 Foothill Boulevard Tokay Avenue Citrus Avenue 23,500 35 50 97 2 1 85 15
7 Foothill Boulevard Tokay Avenue Catawba Avenue 23,730 45 50 97 2 1 85 15
8 Tokay Avenue Foothill Boulevard Mission Avenue 4,130 35 20 97 2 1 85 15
9 Citrus Avenue Foothill Boulevard Barbee Avenue 14,020 40 25 97 2 1 85 15
10 Foothill Boulevard Citrus Avenue Oleander Avenue 13,970 45 50 97 2 1 85 15
Model Results
Project Number :Foothill Boulevard and Tokay Avenue Residential Project
Modeling Condition :21-11204
Ground Type :2023 Opening Year
Metric (Leq, Ldn, CNEL) :CNEL
From To Automobiles Motorcycles Bus Medium Trucks Heavy Trucks Total 70 dB 65 dB 60 dB 55 dB 50 dB
1 Almeria Avenue Foothill Boulevard Barbee Avenue 65.1 0.0 0.0 55.5 58.0 66.2 8 26 84 265 838
2 Foothill Boulevard Almeria Avenue Catawba Avenue 69.6 0.0 0.0 59.4 61.1 70.5 57 179 566 1,791 5,664
3 Foothill Boulevard Almeria Avenue Sultana Avenue 69.6 0.0 0.0 59.4 61.0 70.5 56 177 560 1,770 5,599
4 Almeria Avenue Foothill Boulevard Arrow Boulevard 60.9 0.0 0.0 51.3 53.8 62.1 3 10 32 102 321
5 Tokay Avenue Foothill Boulevard Barbee Avenue 63.2 0.0 0.0 53.5 55.5 64.2 5 17 53 168 530
6 Foothill Boulevard Tokay Avenue Citrus Avenue 68.2 0.0 0.0 58.5 60.6 69.3 42 134 424 1,341 4,240
7 Foothill Boulevard Tokay Avenue Catawba Avenue 69.7 0.0 0.0 59.5 61.1 70.6 57 181 572 1,810 5,724
8 Tokay Avenue Foothill Boulevard Mission Avenue 64.6 0.0 0.0 54.9 57.0 65.7 7 24 75 236 745
9 Citrus Avenue Foothill Boulevard Barbee Avenue 69.6 0.0 0.0 59.7 61.5 70.6 29 90 286 904 2,858
10 Foothill Boulevard Citrus Avenue Oleander Avenue 67.4 0.0 0.0 57.2 58.8 68.3 34 107 337 1,066 3,370
Vehicle Cassification Mix (%)24-Hour Traffic Distribution (%)
K-Factor
Segment
Number Roadway
Segment Noise Levels (dB) CNEL Distance to Traffic Noise Contours (feet)
Segment
Number Roadway
Segment
Traffic Volume Speed (mph)
Distance to
Centerline
Appendix ___
Rincon FHWA Traffic Noise Model
Model Input
Project Name :Foothill Boulevard and Tokay Avenue Residential Project
Project Number :21-11204
Modeling Condition :2023 Opening Year
Ground Type :Hard Peak ratio to ADT:Metric (Leq, Ldn, CNEL) :CNEL Traffic Desc. (Peak or ADT) :ADT
From To Automobiles Motorcycles Bus Medium Trucks Heavy Trucks Day Evening Night
1 Foothill Boulevard Citrus Avenue Tokay Avenue 13,930 45 50 97 2 1 85 0 15
2 Citrus Avenue Foothill Boulevard Ivy Avenue 15,000 25 25 97 2 1 85 0 15
Model Results
Project Number :Foothill Boulevard and Tokay Avenue Residential Project
Modeling Condition :21-11204
Ground Type :2023 Opening Year
Metric (Leq, Ldn, CNEL) :CNEL
From To Automobiles Motorcycles Bus Medium Trucks Heavy Trucks Total 70 dB 65 dB 60 dB 55 dB 50 dB
1 Foothill Boulevard Citrus Avenue Tokay Avenue 67.4 0.0 0.0 57.2 58.8 68.3 34 106 336 1,063 3,360
2 Citrus Avenue Foothill Boulevard Ivy Avenue 69.1 0.0 0.0 59.5 62.0 70.2 26 84 265 837 2,646
Vehicle Cassification Mix (%)24-Hour Traffic Distribution (%)
K-Factor
Segment
Number Roadway
Segment Noise Levels (dB) CNEL Distance to Traffic Noise Contours (feet)
Segment
Number Roadway
Segment
Traffic Volume Speed (mph)
Distance to
Centerline
Appendix ___
Rincon FHWA Traffic Noise Model
Model Input
Project Name :Foothill Boulevard and Tokay Avenue Residential Project
Project Number :21-11204
Modeling Condition :2023 Opening Year Plus Project (Wrapped Building)
Ground Type :Hard Peak ratio to ADT:Metric (Leq, Ldn, CNEL) :CNEL Traffic Desc. (Peak or ADT) :ADT
From To Automobiles Motorcycles Bus Medium Trucks Heavy Trucks Day Evening Night
1 Almeria Avenue Foothill Boulevard Barbee Avenue 4,050 25 20 97 2 1 85 0 15
2 Foothill Boulevard Almeria Avenue Catawba Avenue 26,140 45 50 97 2 1 85 0 15
3 Foothill Boulevard Almeria Avenue Sultana Avenue 23,370 45 50 97 2 1 85 0 15
4 Almeria Avenue Foothill Boulevard Arrow Boulevard 1,820 25 20 97 2 1 85 0 15
5 Tokay Avenue Foothill Boulevard Barbee Avenue 4,790 35 20 97 2 1 85 0 15
6 Foothill Boulevard Tokay Avenue Citrus Avenue 24,070 35 50 97 2 1 85 0 15
7 Foothill Boulevard Tokay Avenue Catawba Avenue 23,890 45 50 97 2 1 85 0 15
8 Tokay Avenue Foothill Boulevard Mission Avenue 3,950 35 20 97 2 1 85 0 15
9 Citrus Avenue Foothill Boulevard Barbee Avenue 14,180 40 25 97 2 1 85 0 15
10 Foothill Boulevard Citrus Avenue Oleander Avenue 14,100 45 50 97 2 1 85 0 15
Model Results
Project Number :Foothill Boulevard and Tokay Avenue Residential Project
Modeling Condition :21-11204
Ground Type :2023 Opening Year Plus Project (Wrapped Building)
Metric (Leq, Ldn, CNEL) :CNEL
From To Automobiles Motorcycles Bus Medium Trucks Heavy Trucks Total 70 dB 65 dB 60 dB 55 dB 50 dB
1 Almeria Avenue Foothill Boulevard Barbee Avenue 64.4 0.0 0.0 54.8 57.3 65.5 7 23 71 226 714
2 Foothill Boulevard Almeria Avenue Catawba Avenue 70.1 0.0 0.0 59.9 61.5 71.0 63 199 631 1,994 6,306
3 Foothill Boulevard Almeria Avenue Sultana Avenue 69.6 0.0 0.0 59.4 61.0 70.5 56 178 564 1,783 5,637
4 Almeria Avenue Foothill Boulevard Arrow Boulevard 60.9 0.0 0.0 51.3 53.8 62.1 3 10 32 102 321
5 Tokay Avenue Foothill Boulevard Barbee Avenue 65.3 0.0 0.0 55.6 57.6 66.4 9 27 86 273 864
6 Foothill Boulevard Tokay Avenue Citrus Avenue 68.3 0.0 0.0 58.6 60.7 69.4 43 137 434 1,373 4,343
7 Foothill Boulevard Tokay Avenue Catawba Avenue 69.7 0.0 0.0 59.5 61.1 70.6 58 182 576 1,822 5,763
8 Tokay Avenue Foothill Boulevard Mission Avenue 64.5 0.0 0.0 54.8 56.8 65.5 7 23 71 225 713
9 Citrus Avenue Foothill Boulevard Barbee Avenue 69.6 0.0 0.0 59.7 61.5 70.6 29 91 289 914 2,891
10 Foothill Boulevard Citrus Avenue Oleander Avenue 67.4 0.0 0.0 57.2 58.9 68.3 34 108 340 1,076 3,401
Vehicle Cassification Mix (%)24-Hour Traffic Distribution (%)
K-Factor
Segment
Number Roadway
Segment Noise Levels (dB) CNEL Distance to Traffic Noise Contours (feet)
Segment
Number Roadway
Segment
Traffic Volume Speed (mph)
Distance to
Centerline
Appendix ___
Rincon FHWA Traffic Noise Model
Model Input
Project Name :Foothill Boulevard and Tokay Avenue Residential Project
Project Number :21-11204
Modeling Condition :2023 Opening Year Plus Project (Wrapped Building)
Ground Type :Hard Peak ratio to ADT:Metric (Leq, Ldn, CNEL) :CNEL Traffic Desc. (Peak or ADT) :ADT
From To Automobiles Motorcycles Bus Medium Trucks Heavy Trucks Day Evening Night
1 Almeria Avenue Foothill Boulevard Barbee Avenue 14,500 25 50 97 2 1 85 15
2 Foothill Boulevard Almeria Avenue Catawba Avenue 15,060 45 25 97 2 1 85 15
1 1 0 15
1 1 0 15
1 1 0 15
1 1 0 15
1 1 0 15
1 1 0 15
1 1 0 15
1 1 0 15
Model Results
Project Number :Foothill Boulevard and Tokay Avenue Residential Project
Modeling Condition :21-11204
Ground Type :2023 Opening Year Plus Project (Wrapped Building)
Metric (Leq, Ldn, CNEL) :CNEL
From To Automobiles Motorcycles Bus Medium Trucks Heavy Trucks Total 70 dB 65 dB 60 dB 55 dB 50 dB
1 Almeria Avenue Foothill Boulevard Barbee Avenue 65.9 0.0 0.0 56.3 58.9 67.1 26 81 256 809 2,558
2 Foothill Boulevard Almeria Avenue Catawba Avenue 70.7 0.0 0.0 60.5 62.2 71.6 36 115 363 1,149 3,633
Vehicle Cassification Mix (%)24-Hour Traffic Distribution (%)
K-Factor
Segment
Number Roadway
Segment Noise Levels (dB) CNEL Distance to Traffic Noise Contours (feet)
Segment
Number Roadway
Segment
Traffic Volume Speed (mph)
Distance to
Centerline
0.089 87 0.022 25
25 0.0890 87 0.022
Last Updated: 5/1/2020
Groundborne Noise and Vibration Modeling
Notes
The reference distance is measured from the nearest anticipated point of construction equipment to the
nearest structure.
Reference Level Inputs
Equipment
PPVref
(in/sec)
Lvref
(VdB)
RMSref
(in/sec)
Reference
Distance
Large bulldozer
Vibration Level at Receiver
Equipment
Distance
(feet)
PPVx
(in/sec)
Lvx
(VdB)
RMSx
(in/sec)
Large bulldozer
California Department of Transportation (Caltrans). 2020. Transportation and Construction
Vibration Guidance Manual. April 2020. Available at: https://dot.ca.gov/-/media/dot-
media/programs/environmental-analysis/documents/env/tcvgm-apr2020-a11y.pdf.
Source
Appendix C
Sample HVAC Specifications
24ABA4Base Series 14 Air Conditionerwith Puron RefrigerantSizes18to60(1---1/2to5NominalTons)
Product Data
the environmentally sound refrigerant
Carrier’s Air Conditioners with Puronr refrigerant provide a
collection of features unmatched by any other family of equipment.
The 24ABA has been designed utilizing Carrier’s Puron
refrigerant. The environmentally sound refrigerant allows you to
make a responsible decision in the protection of the earth’s ozone
layer. Carrier’s air conditioning system with Puron refrigerant
meets the Energy Starr guidelines for energy efficiency.
INDUSTRY LEADING
FEATURES / BENEFITS
Efficiency
S 14 SEER/11 EER
S Microtube Technologyt refrigeration system
S Indoor air quality accessories available
Sound
S Sound level as low as 76 dBA
Comfort
S System supports Thermidistatt or standard thermostat controls
Reliability
S Puronr refrigerant -- environmentally sound, won’t deplete the
ozone layer and low lifetime servce cost.
S Front--seating service valves
S Scroll compressor
S Internal pressure relief valve
S Internal thermal overload
S Filter drier
S Balanced refrigeration system for maximum reliability
Durability
WeatherArmort protection package:
S Solid, Durable sheet metal construction
S Dense wire coil guard
S Baked--on, complete coverage, powder paint
Applications
S Long--line -- up to 250 feet (76.20 m) total equivalent length, up
to 200 feet (60.96 m) condenser above evaporator, or up to 80 ft.
(24.38 m) evaporator above condenser (See Longline Guide for
more information.)
S Low ambient (down to --20_F/--28.9_C) with accessory kit
Warranty
S 5 year limited compressor warranty
S 5 year limited parts warranty
2
MODEL NUMBER NOMENCLATURE
12 3 4 5 6 78 9 10 11 12 13
N N A A A/N N N N A/N A/N A/N N N
24 A B A 4 36 A 0 0 3 0
ProductSeries ProductFamily Tier MajorSeries SEER CoolingCapacity Variations Open Open Voltage Series
24=AC A=RES AC B=Base A=Puron 4=14 SEER A=Standard
0=Not
Defined
0=Not
Defined
3=208/230---1 0=OriginalSeries
the environmentally sound refrigerant REGISTERED
ISO 9001:2000
This product has been designed and manufactured tomeet Energy Star®criteria for energy efficiency whenmatched with appropriate coil components. However,proper refrigerant charge and proper air flow are criticalto achieve rated capacity and efficiency. Installation ofthis product should follow all manufacturing refrigerantcharging and air flow instructions.Failure to confirmproper charge and air flow may reduce energyefficiency and shorten equipment life.
STANDARD FEATURES
FEATURE 18 24 30 36 42 48 60
Puron Refrigerant X X X X X X X
Maximum SEER Rating 15 15 15 15 15.5 15.5 14.5
Scroll Compressor X X X X X X X
DenseWireCoilGuard X X X X X X X
FieldInstalledFilterDrier X X X X X X X
Front Seating Service Valves X X X X X X X
Internal Pressure Relief Valve X X X X X X X
Internal Thermal Overload X X X X X X X
Long Line capability X X X X X X X
Low Ambient capability with Kit X X X X X X X24ABA4
3
PHYSICAL DATA
UNIT SIZE---VOLTAGE, SERIES 18---31 24---31 30---31 36---31 42---32 48---32 60---32
Operating Weight lb (kg)
171
(77.56)
185
(83.92)
188
(85.28)
191
(86.64)
225
(102.10)
231
(104.78)
272
(123.38)
Shipping Weight lb (kg)
199(90.27)214(97.07)217(98.43)225(102.06)263(119.29)269(122.02)310(140.61)
Compressor Type Scroll
REFRIGERANT Puron®(R---410A)
Control TXV (Puron®Hard Shutoff)
Charge lb (kg)
5.7
(2.59)
7.25
(3.29)
7.1
(3.22)
7.25
(3.29)
8.7
(3.95)
9.5
(4.31)
11.4
(5.17)COND FAN Propeller Type, Direct DriveAir Discharge Vertical
Air Qty (CFM)2235 2615 3170 3800 3800 3800 4050
Motor HP 1/12 1/10 1/5 1/5 1/5 1/5 1/5Motor RPM 800 1100 1100 800 800 800 800
COND COIL
Face Area (Sq ft)19.40 23.71 23.71 22.63 25.15 25.15 25.15
Fins per In.25 25 25 25 25 25 20Rows1111112
Circuits 3 4 4 5 6 7 7
VALVECONNECT.(In.ID)
Vapor 5/8 5/8 3/4 3/4 7/8 7/8 7/8Liquid3/8 3/8 3/8 3/8 3/8 3/8 3/8
REFRIGERANT TUBES* (In. OD)
Vapor (0---80 Ft Tube Length)5/8 3/4 7/8 1 --- 1/8
Liquid (0---80 Ft Tube Length)3/8
* For tubing sets between 80 and 200 ft. (24.38 and 60.96 m) horizontal or 20 ft. (6.09 m) vertical differential, consult the Longline Guideline.
Note: See unit Installation Instruction for proper installation.
VAPOR LINE SIZING AND COOLING CAPACITY LOSS
1--STAGE AIR CONDITIONER APPLICATIONS
LONG LINE APPLICATION: An application is considered ”Long
line” when the total equivalent tubing length exceeds 80 ft. (24.38
m) or when there is more than 20 ft. (6.09 m) vertical separation
between indoor and outdoor units. These applications require
additional accessories and system modifications for reliable system
operation. The maximum allowable total equivalent length is 250
ft. (76.2 m). The maximum vertical separation is 200 ft. (60.96 m)
when outdoor unit is above indoor unit, and 80 ft. (24.38 m) when
the outdoor unit is below the indoor unit. Refer to Accessory
Usage Guideline below for required accessories. See Longline
Application Guideline for required piping and system
modifications. Also, refer to the table below for the acceptable
vapor tube diameters based on the total length to minimize the
cooling capacity loss.
Unit Nominal Size(Btuh)
AcceptableVapor LineDiameters(In.) OD
Cooling Capacity Loss (%)Total Equivalent Line Length ft. (m)
Standard Application Long Line Application Requires Accessories
25(7.62)50(15.24)80(24.38)80+(24.38+)100(30.48)125(38.10)150(45.72)175(53.34)200(60.96)225(68.58)250(76.2)
18,0001 --- Stage PuronAC
1/2 1 2 3 3 4 6 7 8 9 10 12
5/8 0 0 1 1 1 1 2 2 3 3 3
24,0001 --- Stage PuronAC
5/8 0 1 1 1 2 3 3 4 4 5 6
3/4 0 0 0 0 0 1 1 1 1 1 2
7/8 0 0 0 0 0 0 0 0 0 0 1
30,0001 --- Stage PuronAC
5/8 1 2 3 3 3 4 5 6 7 8 9
3/4 0 0 1 1 1 1 2 2 2 3 3
7/8 0 0 0 0 0 1 1 1 1 1 1
36,0001 --- Stage PuronAC
5/8 1 2 4 4 5 6 7 9 10 11 13
3/4 0 0 1 1 1 2 2 3 3 4 4
7/8 0 0 0 0 0 1 1 1 1 2 2
42,000
1 --- Stage PuronAC
3/4 0 1 2 2 2 3 4 4 5 6 6
7/8 0 0 1 1 1 1 2 2 2 3 3
1 --- 1/8 0 0 0 0 0 0 0 0 0 0 1
48,0001 --- Stage PuronAC
3/4 0 1 2 2 3 4 5 5 6 7 8
7/8 0 0 1 1 1 2 2 2 3 3 4
1 --- 1/8 0 0 0 0 0 0 0 0 1 1 1
60,0001 --- Stage PuronAC
3/4 1 2 4 4 5 6 7 9 10 11 12
7/8 0 1 2 2 2 3 4 4 5 5 6
1 --- 1/8 0 0 0 0 1 1 1 1 1 1 2
Standard Length = 80 ft. (24.38 m) or less total equivalent length
Applications in this area are long line. Accessories are required as shown recommended on Long Line Application GuidelinesApplications in this area may have height restrictions that limit allowable total equivalent length, when outdoor unit is below indoor unit See Long Line ApplicationGuidelines
4
ACCESSORY THERMOSTATS
THERMOSTAT / SUBBASE PKG.DESCRIPTION
TSTATCCPRH01---B Thermidistat Control --- Programmable / Non---Programmable Thermostat with Humidity control
TSTATCCPAC01---B Thermostat --- Auto Changeover, 7 --- Day Programmable,_F/_C, 1 --- Stage Heat, 1 --- Stage Cool
TSTATCCNAC01---C Thermostat --- Auto Changeover, Non --- Programmable,_F/_C, 1 --- Stage Heat, 1 --- Stage Cool
TSTATCCBAC01---B Builder’s Thermostat --- Manual Changeover, Non---Programmable,_F/_C, 1 --- Stage Heat, 1 --- Stage Cool
TSTATCCSEN01---B Outdoor Air Temperature Sensor
TSTATXXBBP01 Backplate for Builder’s Thermostat
TSTATXXNBP01 Backplate for Non---Programmable Thermostat
TSTATXXPBP01 Backplate for Programmable Thermostat
TSTATXXCNV10 Thermostat Conversion Kit (4 to 5 wires) --- 10 Pack
TB --- PAC --- 01 Base Series Programmable AC Stat
TB --- NAC --- 01 Base Series Non---programmable AC Stat
ACCESSORIES
KIT NUMBER DESCRIPTION 18---31 24---31 30---31 36---31 42---32 48---32 60---32
HC32GE234 MOTOR FAN BALL BEARING X
HC34GE239 MOTOR FAN BALL BEARING X X
HC40GE226 MOTOR FAN BALL BEARING X X
HC38GE219 MOTOR FAN BALL BEARING X
HC40GE228 MOTOR FAN BALL BEARING X
KAACH1201AAA CRANKCASE HTR X X X
KAACH1401AAA CRANKCASE HTR X X X X
KAACS0201PTC START ASSIST PTC X X X X X X X
KAAFT0101AAA FREEZE THERMOSTAT X X X X X X X
KAAHI0501PUR HIGH PRESSURE SWITCH X X X X X X X
KAALP0401PUR LOW PRESSURE SWITCH X X X X X X X
KAATD0101TDR TIME DELAY RELAY X X X X X X X
KAAWS0101AAA WINTER START X X X X X X X
KSACY0101AAA CYCLE PROTECTOR X X X X X X X
KSAHS1701AAA HARD START (CAP / RELAY)X X X X X X X
KSALA0301410 LOW AMBIENT PSW X X X X X X X
KSALA0601AAA MOTORMASTER 230V X X X X X X X
KSASF0101AAA SUPPORT FEET X X X X X X X
KSASH0601COP SOUND HOOD X X X X X X
KSASH2101COP SOUND HOOD X
KSATX0201PUR TXV PURON HSO X X X
KSATX0301PUR TXV PURON HSO X X
KSATX0401PUR TXV PURON HSO X
KSATX0501PUR TXV PURON HSO X
x = Accessory
5
ACCESSORY USAGE GUIDELINE
ACCESSORY
REQUIRED FORLOW --- AMBIENT COOLINGAPPLICATIONS(Below 55°F/12.8_C)
REQUIRED FOR LONGLINEAPPLICATIONS*(Over 80 ft./24.38 m)
REQUIRED FORSEA COASTAPPLICATIONS(Within2miles/3.22km)
Ball Bearing Fan Motor Yes{No No
Compressor Start Assist Capacitor and Relay Yes{Yes No
Crankcase Heater Yes{Yes No
Evaporator Freeze Thermostat Yes{No No
Hard Shut --- Off TXV Yes{Yes Yes
Liquid Line Solenoid Valve No See Long Line
Application Guideline
No
Motor Master
®Control or
Low --- ambient Pressure Switch
Yes{No No
Support Feet Recommended No Recommended
* For tubing line sets between 80 and 200 ft. (24.38 and 60.96 m) and/or 20 ft. (6.09 m) vertical differential, refer to Residential Split---System LonglineApplication Guideline.
{Required for Low---Ambient Controller (full modulation feature) MotorMasterr Control.
Accessory Description and Usage (Listed Alphabetically)
1. Ball--Bearing Fan Motor
A fan motor with ball bearings which permits speed reduction
while maintaining bearing lubrication.
Usage Guideline:
Required on all units when MotorMasterr —
2. Compressor Start Assist -- Capacitor and Relay
Start capacitor and relay gives a ”hard” boost to compressor motor
at each start up.
Usage Guideline:
Required for reciprocating compressors in the
following applications:
Long line
Low ambient cooling
Hard shut off expansion valve on indoor coil
Liquid line solenoid on indoor coil
Required for single--phase scroll compressors in the
following applications:
Long line
Low ambient cooling
Suggested for all compressors in areas with a history of
low voltage problems.
3. Compressor Start Assist — PTC Type
Solid state electrical device which gives a ”soft” boost to the
compressor at each start--up.
Usage Guideline:
Suggested in installations with marginal power supply.
4. Crankcase Heater
An electric resistance heater which mounts to the base of the
compressor to keep the lubricant warm during off cycles. Improves
compressor lubrication on restart and minimizes the chance of
liquid slugging.
Usage Guideline:
Required in low ambient cooling applications.
Required in long line applications.
Suggested in all commercial applications.
5. Cycle Protector
The cycle protector is designed to prevent compressor short
cycling. This control provides an approximate 5--minute delay after
power to the compressor has been interrupted for any reason,
including power outage, protector control trip, thermostat jiggling,
or normal cycling.
6. Evaporator Freeze Thermostat
An SPST temperature--actuated switch that stops unit operation
when evaporator reaches freeze--up conditions.
Usage Guideline:
Required when low ambient kit has been added.
7. Low--Ambient Pressure Switch Kit
A long life pressure switch which is mounted to outdoor unit
service valve. It is designed to cycle the outdoor fan motor in order
to maintain head pressure within normal operating limits
(approximately 100 psig to 225 psig). The control will maintain
working head pressure at low--ambient temperatures down to
0_F/--17.78_C when properly installed.
Usage Guideline:
A Low--Ambient Pressure Switch or MotorMasterr
Low--Ambient Controller must be used when cooling
operation is used at outdoor temperatures below 55_F
(12.8_C).
8. MotorMasterr Low--Ambient Controller
A fan--speed control device activated by a temperature sensor,
designed to control condenser fan motor speed in response to the
saturated, condensing temperature during operation in cooling
mode only. For outdoor temperatures down to --20_F (--28.9_C), it
maintains condensing temperature at 100_F ±10_F (37.8_C ±
11_C).
Usage Guideline:
A MotorMasterr Low Ambient Controller or
Low--Ambient Pressure Switch must be used when
cooling operation is used at outdoor temperatures
below 55_F (12.8_C).
Suggested for all commercial applications.
9. Outdoor Air Temperature Sensor
Designed for use with Carrier Thermostats listed in this
publication. This device enables the thermostat to display the
outdoor temperature. This device also
is required to enable special thermostat features such as auxiliary
heat lock out.
Usage Guideline:
Suggested for all Carrier thermostats listed in this
publication.
6
Accessory Description and Usage (Listed Alphabetically) (Continued)
10. Sound Hood
Wraparound sound reducing cover for the compressor. Reduces the
sound level by about 2 dBA.
Usage Guideline:
Suggested when unit is installed closer than 15 ft (4.57 m) to
quiet areas, bedrooms, etc.
Suggested when unit is installed between two houses less
than 10 ft (3.05 m) apart.
11. Support Feet
Four stick--on plastic feet that raise the unit 4 in. (101.6 mm) above
the mounting pad. This allows sand, dirt, and other debris to be
flushed from the unit base, minimizing corrosion.
Usage Guideline:
Suggested in the following applications:
Coastal installations.
Windy areas or where debris is normally circulating.
Rooftop installations.
For improved sound ratings.
12. Thermostatic Expansion Valve (TXV)
A modulating flow--control valve which meters refrigerant liquid
flow rate into the evaporator in response to the superheat of the
refrigerant gas leaving the evaporator.
Kit includes valve, adapter tubes, and external equalizer tube. Hard
shut off types are available.
NOTE: When using a hard shut off TXV with single phase
reciprocating compressors, a Compressor Start Assist Capacitor
and Relay is required.
Usage Guideline:
Required to achieve ARI ratings in certain equipment
combinations. Refer to combination ratings.
Hard shut off TXV or LLS required in air conditioner
long line applications.
Required for use on all zoning systems.
13. Time--Delay Relay
An SPST delay relay which briefly continues operation of indoor
blower motor to provide additional cooling after the compressor
cycles off.
NOTE: Most indoor unit controls include this feature. For those
that do not, use the guideline below.
Usage Guideline:
For improved efficiency ratings for certain
combinations of indoor and outdoor units. Refer to
ARI Unitary Directory.
14. Winter Start Control
This control is designed to alleviate nuisance opening of the
low--pressure switch by bypassing it for the first 3 minutes of
operation.
7
ELECTRICAL DATA
UNIT SIZE V/PH
OPERVOLTS*COMPR FAN MCA MIN WIRESIZE{60°C
MIN WIRESIZE{75°C
MAXLENGTH(FT)}60°C
MAXLENGTH(FT)}75°C
MAX FUSE**or BRK AMPSMAXMINLRARLAFLA
18--31
208/230/1---60 253 197
48.0 9.0 0.5 11.7 14 14 67 64 15
24--31 58.3 13.5 0.7 17.6 14 14 45 43 25
30--31 73.0 14.1 1.1 18.7 14 14 42 40 30
36--31 79.0 16.7 1.2 22.0 12 12 57 54 35
42--32 112.0 17.9 1.2 23.6 10 10 85 80 40
48--32 117.0 21.8 1.2 28.4 10 10 70 67 40
60--32 134.0 26.4 1.2 34.2 8 8 91 86 50
* Permissible limits of the voltage range at which the unit will operate satisfactorily
{If wire is applied at ambient greater than 30˚C(86˚F), consult table 310---16 of the NEC (ANSI/NFPA 70). The ampacity of non---metallic---sheathed cable(NM), trade name ROMEX, shall be that of 60˚C conditions, per the NEC (ANSI/NFPA 70) Article 336---26. If other than uncoated (no---plated), 60 or 75˚C
insulation, copper wire (solid wire for 10 AWG or smaller, stranded wire for larger than 10 AWG) is used, consult applicable tables of the NEC (ANSI/NFPA 70).
}Length shown is as measured 1 way along wire path between unit and service panel for voltage drop not to exceed 2%.
** Time --- Delay fuse.
FLA --- Full Load Amps
LRA --- Locked Rotor Amps
MCA --- Minimum Circuit Amps
RLA ---RatedLoadAmps
NOTE: Control circuit is 24---V on all units and requires external power source. Copper wire must be used from service disconnect to unit.All motors/compressors contain internal overload protection.
SOUND POWER
UNIT SIZE --VOLTAGE,SERIES
STANDARD RATING(dBA)
TYPICAL OCTAVE BAND SPECTRUM (dB, without tone adjustment)
125 250 500 1000 2000 4000 8000
18--31 76 56.0 60.0 65.0 72.0 65.0 60.5 53.5
24--31 76 52.5 62.5 66.0 69.5 66.5 62.0 57.0
30--31 76 53.5 64.5 69.0 70.0 68.5 66.0 59.5
36--31 76 52.0 60.0 65.5 69.5 64.0 63.0 56.0
42--32 77 55.0 62.0 66.0 70.5 65.5 60.0 54.0
48--32 78 51.5 62.0 67.5 73.5 69.0 64.5 62.0
60--32 78 57.0 62.5 69.0 73.0 66.0 62.0 57.5
SOUND POWER WITH ACCESSORY SOUND HOOD
UNIT SIZE --VOLTAGE,SERIES
STANDARD RATING(dBA)
TYPICAL OCTAVE BAND SPECTRUM (dB, without tone adjustment)
125 250 500 1000 2000 4000 8000
18--31 74 56.0 60.0 65.0 69.0 63.0 60.0 52.5
24--31 74 52.0 62.0 66.5 68.5 66.0 61.0 56.5
30--31 75 53.5 64.5 69.0 69.5 68.0 65.5 59.0
36--31 75 52.0 62.0 65.5 67.5 63.0 61.0 53.5
42--32 74 55.0 61.5 65.0 68.5 65.0 59.0 52.0
48--32 76 53.0 61.5 67.5 72.0 68.0 61.5 59.0
60--32 75 57.0 62.5 68.5 71.0 65.0 60.5 58.5
CHARGING SUBCOOLING (TXV--TYPE EXPANSION DEVICE)
UNIT SIZE---VOLTAGE, SERIES REQUIRED SUBCOOLING _F(_C)
18---31 10 (5.6)
24---31 11 (6.1)
30---31 8 (4.4)
36---31 10 (5.6)
42---32 8 (4.4)
48---32 8 (4.4)
60---32 9 (5.0)24ABA4
8DIMENSIONS24ABA4
9
COMBINATION RATINGS
U nit Siz e ---Voltage, Series
Indoor Model Total Cap. BTUH
Factory SuppliedEnhancement
SEER EER Furnace ModelStandardRatingTDR†
18---31
*CAP**2414A**18,000 TXV 14.00 11.5
CAP**1814A**17,600 TDR&TXV 15.00 12.50 58CV(A,X)070---12
CAP**1814A**17,800 TXV 13.50 11.20
CAP**2414A**17,900 TDR&TXV 15.00 13.00 58CV(A,X)070---12
CAP**2417A**17,900 TDR&TXV 15.00 13.00 58CV(A,X)090---16
CAP**2417A**17,900 TDR&TXV 15.00 13.00 58MVB060---14CAP**2417A**17,900 TDR&TXV 15.00 13.00 58UVB060---14
CAP**2417A**18,000 TXV 14.00 11.50
CNPF*2418A**18,000 TXV 13.50 11.20
CNPH*2417A**17,900 TDR&TXV 15.00 13.00 58CV(A,X)070---12CNPH*2417A**17,900 TDR&TXV 15.00 13.00 58CV(A,X)090---16
CNPH*2417A**17,900 TDR&TXV 15.00 13.00 58MVB040---14
CNPH*2417A**17,900 TDR&TXV 15.00 13.00 58MVB060---14CNPH*2417A**17,900 TDR&TXV 15.00 13.00 58MVB080---14
CNPH*2417A**18,000 TXV 13.50 11.20
CNPV*1814A**17,600 TDR&TXV 15.00 12.50 58CV(A,X)070---12
CNPV*1814A**17,800 TXV 13.50 11.20
CNPV*2414A**17,900 TDR&TXV 15.00 13.00 58CV(A,X)070---12
CNPV*2414A**18,000 TXV 14.00 11.50
CNPV*2417A**17,900 TDR&TXV 15.00 13.00 58CV(A,X)090---16
CNPV*2417A**17,900 TDR&TXV 15.00 13.00 58MVB060---14CNPV*2417A**18,000 TXV 13.50 11.20
CSPH*2412A**17,900 TDR&TXV 15.00 13.00 58CV(A,X)070---12CSPH*2412A**17,900 TDR&TXV 15.00 13.00 58CV(A,X)090---16
CSPH*2412A**17,900 TDR&TXV 15.00 13.00 58MVB040---14CSPH*2412A**17,900 TDR&TXV 15.00 13.00 58MVB060---14
CSPH*2412A**17,900 TDR&TXV 15.00 13.00 58MVB080---14
CSPH*2412A**18,000 TXV 14.00 11.50
FF1ENP018 17,800 TDR&TXV 13.50 11.20
FF1ENP024 18,000 TDR&TXV 13.50 11.20FV4BNF00218,200 TDR&TXV 15.00 13.20
FX4CNF018 18,000 TDR&TXV 15.00 13.00
FX4CNF024 18,300 TDR&TXV 15.00 13.00FY4ANF01817,800 TDR&TXV 13.50 11.20
FY4ANF024 17,900 TDR&TXV 13.50 11.20
24---31
CAP**2414A**23,600 TXV 14.00 11.50
CAP**2414A**23,200 TDR&TXV 15.00 12.50 58CV(A,X)070---12
CAP**2417A**23,600 TXV 14.00 11.50
CAP**2417A**23,400 TDR&TXV 15.00 12.50 58MVB060---14
CAP**2417A**23,400 TDR&TXV 15.00 12.50 58UVB060---14
*CAP**3014A**24,000 TXV 14.00 11.5
CAP**3014A**24,400 TDR&TXV 15.00 13.00 58CV(A,X)070---12
CAP**3017A**24,000 TXV 14.00 11.50
CAP**3017A**24,400 TDR&TXV 15.00 13.00 58MVB060---14CAP**3017A**24,400 TDR&TXV 15.00 13.00 58UVB060---14
CAP**3017A**24,400 TDR&TXV 15.00 13.00 58CV(A,X)090---16
CNPV*2414A**23,600 TXV 14.00 11.50
CNPV*2414A**23,200 TDR&TXV 15.00 12.50 58CV(A,X)070---12
CNPV*2417A**23,600 TXV 14.00 11.50
CNPV*2417A**23,400 TDR&TXV 15.00 12.50 58MVB060---14CNPV*2417A**23,400 TDR&TXV 15.00 12.50 58UVB060---14
CNPV*2417A**23,600 TDR&TXV 15.00 12.50 58CV(A,X)090---16
CNPV*3014A**24,000 TXV 14.00 11.50
CNPV*3014A**24,400 TDR&TXV 15.00 12.50 58CV(A,X)070---12
CNPV*3017A**24,000 TXV 14.00 11.50
CNPV*3017A**24,400 TDR&TXV 15.00 13.00 58MVB060---14CNPV*3017A**24,400 TDR&TXV 15.00 13.00 58UVB060---14See notes on pg. 16 24ABA4
10
COMBINATION RATINGS -- CONTINUED
U nit Siz e ---Voltage, Series
Indoor Model Total Cap. BTUH
Factory SuppliedEnhancement
SEER EER Furnace ModelStandardRatingTDR†
24---31
CNPV*3017A**24,400 TDR&TXV 15.00 13.00 58CV(A,X)090---16
CNPH*2417A**23,600 TXV 14.00 11.50
CNPH*2417A**23,400 TDR&TXV 15.00 12.50 58MVB040---14
CNPH*2417A**23,400 TDR&TXV 15.00 12.50 58CV(A,X)070---12
CNPH*3017A**24,000 TXV 14.00 11.50
CNPH*3017A**24,400 TDR&TXV 15.00 13.00 58MVB040---14
CNPH*3017A**24,400 TDR&TXV 15.00 13.00 58CV(A,X)070---12
CNPF*2418A**23,600 TXV 14.00 11.50
CSPH*2412A**23,600 TXV 14.00 11.50
CSPH*2412A**23,200 TDR&TXV 15.00 12.50 58MVB040---14
CSPH*2412A**23,200 TDR&TXV 15.00 12.50 58CV(A,X)070---12
CSPH*2412A**23,200 TDR&TXV 15.00 13.00 58CV(A,X)110---20
CSPH*2412A**23,200 TDR&TXV 15.00 13.00 58CV(A,X)135---22
CSPH*2412A**23,200 TDR&TXV 15.00 13.00 58CV(A,X)155---22
CSPH*3012A**24,000 TXV 14.00 11.50
CSPH*3012A**24,400 TDR&TXV 15.00 13.00 58MVB040---14
CSPH*3012A**24,400 TDR&TXV 15.00 13.00 58MVB060---14
CSPH*3012A**24,400 TDR&TXV 15.00 13.00 58MVB080---14
CSPH*3012A**24,400 TDR&TXV 15.00 13.00 58MVB080---20
CSPH*3012A**24,400 TDR&TXV 15.00 13.00 58MVB100---20
CSPH*3012A**24,400 TDR&TXV 15.00 13.00 58MVB120---20
CSPH*3012A**24,400 TDR&TXV 15.00 13.00 58CV(A,X)070---12
CSPH*3012A**24,400 TDR&TXV 15.00 13.00 58CV(A,X)090---16
CSPH*3012A**24,400 TDR&TXV 15.00 13.00 58CV(A,X)110---20
CSPH*3012A**24,400 TDR&TXV 15.00 13.00 58CV(A,X)135---22
CSPH*3012A**24,400 TDR&TXV 15.00 13.00 58CV(A,X)155---22
FY4ANF024 23,400 TDR&TXV 13.50 11.20
FY4ANF030 23,600 TDR&TXV 14.00 11.50
FX4CNF024 23,800 TDR&TXV 15.00 12.50
FX4CNF030 24,000 TDR&TXV 15.00 13.00
FF1ENP024 23,400 TDR&TXV 13.50 11.20
FF1ENP030 23,400 TDR&TXV 13.50 11.20
FV4BNF002 23,800 TDR&TXV 15.00 13.00
FV4BNF003 23,800 TDR&TXV 15.00 13.20
30---31
*CAP**3014A**29,000 TXV 14.00 12.00
CAP**3014A**28,800 TDR&TXV 15.00 12.50 58CV(A,X)070---12
CAP**3017A**28,800 TDR&TXV 15.00 13.00 58CV(A,X)090---16
CAP**3017A**28,800 TDR&TXV 15.00 12.50 58MVB060---14
CAP**3017A**28,800 TDR&TXV 15.00 12.50 58UVB060---14
CAP**3017A**29,000 TXV 14.00 11.50
CAP**3614A**27,800 TDR&TXV 15.00 12.50 58CV(A,X)070---12
CAP**3614A**28,200 TXV 14.00 11.50
CAP**3617A**29,000 TDR&TXV 15.00 13.00 58CV(A,X)090---16
CAP**3617A**28,800 TDR&TXV 15.00 13.00 58MVB060---14
CAP**3617A**28,800 TDR&TXV 15.00 13.00 58UVB060---14
CAP**3617A**29,200 TXV 14.00 11.50
CAP**3621A**29,000 TDR&TXV 15.00 13.00 58CV(A,X)110---20
CAP**3621A**29,000 TDR&TXV 15.00 12.50 58MVB080---14
CAP**3621A**29,000 TDR&TXV 15.00 12.50 58UVB080---14
CAP**3621A**29,200 TXV 14.00 11.50
CNPF*3618A**29,200 TXV 14.00 11.50
CNPH*3017A**28,800 TDR&TXV 15.00 12.50 58CV(A,X)070---12
CNPH*3017A**28,800 TDR&TXV 15.00 12.50 58MVB040---14
CNPH*3017A**28,800 TDR&TXV 15.00 12.50 58MVB120---20
CNPH*3017A**29,000 TXV 14.00 11.50
CNPH*3617A**28,800 TDR&TXV 15.00 12.50 58CV(A,X)070---12
CNPH*3617A**28,800 TDR&TXV 15.00 12.50 58MVB040---14See notes on pg. 1624ABA4
11
COMBINATION RATINGS -- CONTINUED
U nit Siz e ---Voltage, Series
Indoor Model Total Cap. BTUH
Factory SuppliedEnhancement
SEER EER Furnace ModelStandardRatingTDR†
30---31
CNPH*3617A**29,200 TXV 14.00 11.50
CNPV*3014A**28,800 TDR&TXV 15.00 12.50 58CV(A,X)070---12
CNPV*3014A**29,000 TXV 14.00 11.50
CNPV*3017A**28,800 TDR&TXV 15.00 12.50 58CV(A,X)090---16
CNPV*3017A**28,800 TDR&TXV 15.00 12.50 58MVB060---14CNPV*3017A**28,800 TDR&TXV 15.00 12.50 58UVB060---14
CNPV*3017A**29,000 TXV 14.00 11.50
CNPV*3617A**29,000 TDR&TXV 15.00 12.50 58CV(A,X)090---16
CNPV*3617A**28,800 TDR&TXV 15.00 12.50 58MVB060---14CNPV*3617A**28,800 TDR&TXV 15.00 12.50 58UVB060---14
CNPV*3617A**29,200 TXV 14.00 11.50
CNPV*3621A**29,000 TDR&TXV 15.00 12.50 58CV(A,X)110---20
CNPV*3621A**29,000 TDR&TXV 15.00 12.50 58MVB080---14
CNPV*3621A**29,000 TDR&TXV 15.00 12.50 58UVB080---14CNPV*3621A**29,200 TXV 14.00 11.50
CSPH*3012A**28,800 TDR&TXV 15.00 12.50 58CV(A,X)070---12
CSPH*3012A**28,800 TDR&TXV 15.00 12.50 58MVB040---14
CSPH*3012A**29,000 TXV 14.00 11.50
CSPH*3612A**28,800 TDR&TXV 15.00 13.00 58CV(A,X)070---12
CSPH*3612A**28,800 TDR&TXV 15.00 13.00 58MVB040---14CSPH*3612A**29,200 TXV 14.00 11.50
FF1ENP030 28,600 TDR&TXV 14.00 11.50FF1ENP03629,200 TDR&TXV 14.00 11.50
FV4BNF002 29,000 TDR&TXV 15.00 12.50
FV4BNF003 29,200 TDR&TXV 15.00 13.00FV4BNF00530,000 TDR&TXV 15.00 13.20
FX4CN(B,F)036 29,600 TDR&TXV 15.00 12.50FX4CNF03029,200 TDR&TXV 15.00 12.50
FY4ANF030 28,800 TDR&TXV 14.00 11.50
FY4ANF036 29,000 TDR&TXV 14.00 11.50
36---31
CAP**3614A**35,000 TXV 14.00 11.50
CAP**3614A**35,000 TDR&TXV 14.50 11.70 58CV(A,X)070---12
CAP**3617A**35,400 TXV 14.00 11.50
CAP**3617A**35,000 TDR&TXV 15.00 12.00 58MVB060---14
CAP**3617A**35,000 TDR&TXV 15.00 12.00 58UVB060---14CAP**3617A**35,000 TDR&TXV 15.00 12.00 58CV(A,X)090---16
CAP**3621A**35,400 TXV 14.00 11.50
CAP**3621A**35,000 TDR&TXV 14.50 11.70 58MVB080---14
CAP**3621A**35,000 TDR&TXV 15.00 12.00 58MVB080---20CAP**3621A**35,200 TDR&TXV 15.00 12.00 58MVB100---20
CAP**3621A**35,000 TDR&TXV 14.50 11.70 58UVB080---14
CAP**3621A**35,000 TDR&TXV 15.00 12.00 58UVB080---20CAP**3621A**35,200 TDR&TXV 15.00 12.00 58UVB100---20
CAP**3621A**35,200 TDR&TXV 15.00 12.00 58CV(A,X)110---20
*CAP**4221A**35,800 TXV 14.00 11.5
CAP**4221A**35,200 TDR&TXV 14.50 11.70 58MVB080---14
CAP**4221A**35,400 TDR&TXV 15.00 12.00 58MVB080---20CAP**4221A**35,400 TDR&TXV 15.00 12.00 58MVB100---20
CAP**4221A**35,200 TDR&TXV 14.50 11.70 58UVB080---14CAP**4221A**35,400 TDR&TXV 15.00 12.00 58UVB080---20
CAP**4221A**35,400 TDR&TXV 15.00 12.00 58UVB100---20
CAP**4221A**35,400 TDR&TXV 15.00 12.00 58CV(A,X)110---20
CAP**4224A**35,800 TXV 14.00 11.50
CAP**4224A**35,200 TDR&TXV 15.00 12.00 58MVB040---14CAP**4224A**35,400 TDR&TXV 15.00 12.00 58MVB120---20
CAP**4224A**35,400 TDR&TXV 15.00 12.00 58UVB120---20
CAP**4224A**35,400 TDR&TXV 15.00 12.00 58CV(A,X)135---22
CNPV*3617A**35,400 TXV 14.00 11.50
CNPV*3617A**35,000 TDR&TXV 14.50 11.70 58MVB060---14
CNPV*3617A**35,000 TDR&TXV 14.50 11.70 58UVB060---14
CNPV*3617A**35,000 TDR&TXV 15.00 12.00 58CV(A,X)090---16
CNPV*3621A**35,400 TXV 14.00 11.50
CNPV*3621A**34,800 TDR&TXV 14.50 11.70 58MVB080---14CNPV*3621A**34,800 TDR&TXV 14.50 11.70 58UVB080---14
CNPV*3621A**35,000 TDR&TXV 15.00 12.00 58CV(A,X)110---20See notes on pg. 16 24ABA4
12
COMBINATION RATINGS -- CONTINUED
U nit Siz e ---Voltage, Series
Indoor Model Total Cap. BTUH
Factory SuppliedEnhancement
SEER EER Furnace ModelStandardRatingTDR†
36---31
CNPV*4221A**35,800 TXV 14.00 11.50
CNPV*4221A**35,400 TDR&TXV 15.00 12.00 58MVB080---14
CNPV*4221A**35,400 TDR&TXV 15.00 12.00 58UVB080---14CNPV*4221A**35,600 TDR&TXV 15.00 13.00 58CV(A,X)110---20
CNPH*3617A**35,400 TXV 14.00 11.50CNPH*3617A**34,800 TDR&TXV 14.50 11.70 58MVB040---14
CNPH*3617A**35,000 TDR&TXV 14.50 11.70 58CV(A,X)070---12
CNPH*4221A**35,800 TXV 14.00 11.50
CNPH*4221A**35,400 TDR&TXV 15.00 12.00 58MVB040---14CNPH*4221A**35,400 TDR&TXV 15.00 12.00 58CV(A,X)070---12
CNPH*4221A**35,600 TDR&TXV 15.00 13.00 58CV(A,X)135---22
CNPH*4221A**35,600 TDR&TXV 15.00 13.00 58CV(A,X)155---22
CNPF*3618A**35,400 TXV 14.00 11.50
CSPH*3612A**36,200 TXV 14.00 11.50
CSPH*3612A**35,600 TDR&TXV 15.00 12.00 58MVB040---14
CSPH*3612A**35,800 TDR&TXV 15.00 12.00 58CV(A,X)070---12
CSPH*4212A**36,600 TXV 14.00 11.50CSPH*4212A**35,800 TDR&TXV 15.00 12.00 58MVB040---14
CSPH*4212A**36,000 TDR&TXV 15.00 12.00 58MVB120---20
CSPH*4212A**36,000 TDR&TXV 15.00 12.00 58CV(A,X)070---12
FY4ANF036 34,800 TDR&TXV 14.00 11.50
FY4ANF042 36,000 TDR&TXV 14.00 11.50FX4CN(B,F)036 36,000 TDR&TXV 15.00 12.00
FX4CN(B,F)042 36,600 TDR&TXV 15.00 12.00
FF1ENP036 35,000 TDR&TXV 14.00 11.50FV4BNF00235,200 TDR&TXV 15.00 12.00
FV4BNF003 35,400 TDR&TXV 15.00 12.00FV4BNF00536,600 TDR&TXV 15.00 13.00
42---32
*CAP**4821A**40,500 TXV 14.00 12.00
CAP**4221A**39,500 TDR&TXV 14.50 12.20 58CV(A,X)110---20
CAP**4221A**39,000 TDR&TXV 14.00 12.00 58MVB080---14
CAP**4221A**39,500 TDR&TXV 14.50 12.20 58MVB080---20CAP**4221A**39,500 TDR&TXV 14.50 12.20 58MVB100---20
CAP**4221A**39,000 TDR&TXV 14.00 12.00 58UVB080---14
CAP**4221A**39,500 TDR&TXV 14.50 12.20 58UVB080---20CAP**4221A**39,500 TDR&TXV 14.50 12.20 58UVB100---20
CAP**4221A**40,000 TXV 13.50 11.70
CAP**4224A**39,500 TDR&TXV 15.00 12.50 58CV(A,X)135---22
CAP**4224A**39,500 TDR&TXV 15.00 12.50 58CV(A,X)155---22CAP**4224A**39,000 TDR&TXV 14.50 12.20 58MVB040---14
CAP**4224A**39,500 TDR&TXV 14.50 12.20 58MVB120---20
CAP**4224A**39,500 TDR&TXV 14.50 12.20 58UVB120---20CAP**4224A**40,000 TXV 13.50 11.70
CAP**4817A**39,500 TDR&TXV 15.00 12.50 58CV(A,X)090---16CAP**4817A**39,000 TDR&TXV 14.50 12.20 58MVB060---14
CAP**4817A**39,000 TDR&TXV 14.50 12.20 58UVB060---14
CAP**4817A**39,500 TXV 14.00 12.00
CAP**4821A**40,000 TDR&TXV 15.00 12.50 58CV(A,X)110---20CAP**4821A**40,000 TDR&TXV 14.50 12.20 58MVB080---14
CAP**4821A**40,000 TDR&TXV 14.50 12.20 58MVB080---20
CAP**4821A**40,000 TDR&TXV 15.00 12.50 58MVB100---20CAP**4821A**40,000 TDR&TXV 14.50 12.20 58UVB080---14
CAP**4821A**40,000 TDR&TXV 14.50 12.20 58UVB080---20
CAP**4821A**40,000 TDR&TXV 15.00 12.50 58UVB100---20
CAP**4824A**40,000 TDR&TXV 15.00 12.50 58CV(A,X)135---22
CAP**4824A**40,000 TDR&TXV 15.00 12.50 58CV(A,X)155---22CAP**4824A**40,000 TDR&TXV 14.50 12.20 58MVB040---14
CAP**4824A**40,000 TDR&TXV 15.00 12.50 58MVB120---20
CAP**4824A**40,000 TDR&TXV 15.00 12.50 58UVB120---20
CAP**4824A**40,500 TXV 14.00 12.00
See notes on pg. 1624ABA4
13
COMBINATION RATINGS -- CONTINUED
U nit Siz e ---Voltage, Series
Indoor Model Total Cap. BTUH
Factory SuppliedEnhancement
SEER EER Furnace ModelStandardRatingTDR†
42---32
CNPF*4818A**39,500 TXV 14.00 11.50
CNPH*4221A**39,500 TDR&TXV 14.00 12.00 58CV(A,X)070---12
CNPH*4221A**39,500 TDR&TXV 14.50 12.20 58CV(A,X)090---16
CNPH*4221A**39,500 TDR&TXV 14.50 12.20 58CV(A,X)110---20
CNPH*4221A**39,500 TDR&TXV 15.00 12.50 58CV(A,X)135---22
CNPH*4221A**39,500 TDR&TXV 15.00 12.50 58CV(A,X)155---22
CNPH*4221A**39,500 TDR&TXV 14.00 12.00 58MVB040---14
CNPH*4221A**39,500 TDR&TXV 14.50 12.20 58MVB060---14
CNPH*4221A**39,000 TDR&TXV 14.00 12.00 58MVB080---14
CNPH*4221A**39,500 TDR&TXV 14.50 12.20 58MVB080---20
CNPH*4221A**39,500 TDR&TXV 14.50 12.20 58MVB100---20
CNPH*4221A**39,500 TDR&TXV 14.50 12.20 58MVB120---20
CNPH*4221A**40,000 TXV 13.50 11.70
CNPH*4821A**40,000 TDR&TXV 14.50 12.20 58CV(A,X)070---12
CNPH*4821A**40,000 TDR&TXV 15.00 12.50 58CV(A,X)090---16
CNPH*4821A**40,500 TDR&TXV 15.00 12.50 58CV(A,X)110---20
CNPH*4821A**40,500 TDR&TXV 15.00 12.50 58CV(A,X)135---22
CNPH*4821A**40,500 TDR&TXV 15.00 12.50 58CV(A,X)155---22
CNPH*4821A**40,000 TDR&TXV 14.50 12.20 58MVB040---14
CNPH*4821A**40,000 TDR&TXV 15.00 12.50 58MVB060---14
CNPH*4821A**40,000 TDR&TXV 14.50 12.20 58MVB080---14
CNPH*4821A**40,000 TDR&TXV 14.50 12.20 58MVB080---20
CNPH*4821A**40,000 TDR&TXV 15.00 12.50 58MVB100---20
CNPH*4821A**40,000 TDR&TXV 15.00 12.50 58MVB120---20
CNPH*4821A**40,500 TXV 14.00 12.00
CNPV*4221A**39,500 TDR&TXV 14.50 12.20 58CV(A,X)110---20
CNPV*4221A**39,000 TDR&TXV 14.00 12.00 58MVB080---14
CNPV*4221A**39,500 TDR&TXV 14.50 12.20 58MVB080---20
CNPV*4221A**39,500 TDR&TXV 14.50 12.20 58MVB100---20
CNPV*4221A**39,000 TDR&TXV 14.00 12.00 58UVB080---14
CNPV*4221A**39,500 TDR&TXV 14.50 12.20 58UVB080---20
CNPV*4221A**39,500 TDR&TXV 14.50 12.20 58UVB100---20
CNPV*4221A**40,000 TXV 13.50 11.70
CNPV*4821A**40,500 TDR&TXV 15.00 12.50 58CV(A,X)110---20
CNPV*4821A**40,000 TDR&TXV 14.50 12.20 58MVB080---14
CNPV*4821A**40,000 TDR&TXV 14.50 12.20 58MVB080---20
CNPV*4821A**40,000 TDR&TXV 15.00 12.50 58MVB100---20
CNPV*4821A**40,000 TDR&TXV 14.50 12.20 58UVB080---14
CNPV*4821A**40,000 TDR&TXV 14.50 12.20 58UVB080---20
CNPV*4821A**40,000 TDR&TXV 15.00 12.50 58UVB100---20
CNPV*4821A**40,500 TXV 14.00 12.00
CNPV*4824A**40,500 TDR&TXV 15.00 12.50 58CV(A,X)135---22
CNPV*4824A**40,500 TDR&TXV 15.00 12.50 58CV(A,X)155---22
CNPV*4824A**40,000 TDR&TXV 14.50 12.20 58MVB040---14
CNPV*4824A**40,000 TDR&TXV 15.00 12.50 58MVB120---20
CNPV*4824A**40,000 TDR&TXV 15.00 12.50 58UVB120---20
CNPV*4824A**40,500 TXV 14.00 12.00
CSPH*4212A**39,500 TDR&TXV 14.50 12.20 58CV(A,X)070---12
CSPH*4212A**40,000 TDR&TXV 14.50 12.20 58CV(A,X)090---16
CSPH*4212A**40,000 TDR&TXV 14.50 12.20 58CV(A,X)110---20
CSPH*4212A**40,000 TDR&TXV 15.00 12.50 58CV(A,X)135---22
CSPH*4212A**40,000 TDR&TXV 15.00 12.50 58CV(A,X)155---22
CSPH*4212A**39,500 TDR&TXV 14.00 12.20 58MVB040---14
CSPH*4212A**39,500 TDR&TXV 14.50 12.20 58MVB060---14
CSPH*4212A**39,500 TDR&TXV 14.50 12.20 58MVB080---14
CSPH*4212A**39,500 TDR&TXV 14.50 12.20 58MVB080---20
CSPH*4212A**40,000 TDR&TXV 14.50 12.20 58MVB100---20
CSPH*4212A**39,500 TDR&TXV 15.00 12.20 58MVB120---20
CSPH*4212A**40,000 TXV 13.50 11.70
CSPH*4812A**40,500 TDR&TXV 14.50 12.20 58CV(A,X)070---12
CSPH*4812A**40,500 TDR&TXV 15.00 12.50 58CV(A,X)090---16
CSPH*4812A**40,500 TDR&TXV 15.00 12.50 58CV(A,X)110---20See notes on pg. 16 24ABA4
14
COMBINATION RATINGS -- CONTINUED
U nit Siz e ---Voltage, Series
Indoor Model Total Cap. BTUH Factory SuppliedEnhancement
SEER EER Furnace ModelStandard
Rating TDR†
42---32
CSPH*4812A**40,500 TDR&TXV 15.00 12.50 58CV(A,X)135---22
CSPH*4812A**40,500 TDR&TXV 15.00 12.50 58CV(A,X)155---22
CSPH*4812A**40,000 TDR&TXV 14.50 12.20 58MVB040---14
CSPH*4812A**40,500 TDR&TXV 14.50 12.20 58MVB060---14
CSPH*4812A**40,000 TDR&TXV 14.50 12.20 58MVB080---14
CSPH*4812A**40,500 TDR&TXV 14.50 12.20 58MVB080---20
CSPH*4812A**40,500 TDR&TXV 15.00 12.50 58MVB100---20
CSPH*4812A**40,500 TDR&TXV 15.00 12.50 58MVB120---20
CSPH*4812A**40,500 TXV 14.00 12.00
FE4AN(B,F)003 39,500 TDR&TXV 15.00 12.50
FE4AN(B,F)005 41,000 TDR&TXV 15.50 13.00
FE4ANB006 41,500 TDR&TXV 15.50 13.00
FE5ANB004 41,500 TDR&TXV 15.50 13.00
FV4BN(B,F)003 39,500 TDR&TXV 15.00 12.50
FV4BN(B,F)005 41,000 TDR&TXV 15.50 13.00
FV4BNB006 41,500 TDR&TXV 15.50 13.00
FX4CN(B,F)042 40,500 TDR&TXV 14.50 12.20
FX4CN(B,F)048 41,500 TDR&TXV 15.00 12.50
FY4ANF042 40,000 TDR&TXV 13.50 11.70
FY4ANF048 41,000 TDR&TXV 14.00 12.00
48---32
*CAP**6024A**48,000 TXV 14.00 11.7
CAP**4817A**46,500 TDR&TXV 14.00 12.00 58CV(A,X)090---16
CAP**4817A**46,500 TXV 13.50 11.70
CAP**4821A**46,500 TDR&TXV 14.50 12.00 58CV(A,X)110---20
CAP**4821A**46,500 TDR&TXV 14.00 11.70 58MVB080---20
CAP**4821A**46,500 TDR&TXV 14.00 12.00 58MVB100---20
CAP**4821A**46,500 TDR&TXV 14.00 11.70 58UVB080---20
CAP**4821A**46,500 TDR&TXV 14.00 12.00 58UVB100---20
CAP**4821A**47,500 TXV 13.50 11.50
CAP**4824A**47,000 TDR&TXV 14.50 12.20 58CV(A,X)135---22
CAP**4824A**47,000 TDR&TXV 14.50 12.20 58CV(A,X)155---22
CAP**4824A**46,500 TDR&TXV 14.00 12.00 58MVB120---20
CAP**4824A**46,500 TDR&TXV 14.00 12.00 58UVB120---20
CAP**4824A**47,500 TXV 13.50 11.50
CAP**6021A**47,500 TDR&TXV 15.00 12.50 58CV(A,X)110---20
CAP**6021A**47,500 TDR&TXV 14.50 12.20 58MVB080---20
CAP**6021A**47,500 TDR&TXV 14.50 12.20 58MVB100---20
CAP**6021A**47,500 TDR&TXV 14.50 12.20 58UVB080---20
CAP**6021A**47,500 TDR&TXV 14.50 12.20 58UVB100---20
CAP**6021A**48,000 TXV 14.00 11.70
CAP**6024A**48,000 TDR&TXV 15.00 12.50 58CV(A,X)135---22
CAP**6024A**48,000 TDR&TXV 15.00 12.50 58CV(A,X)155---22
CAP**6024A**47,500 TDR&TXV 14.50 12.20 58MVB120---20
CAP**6024A**47,500 TDR&TXV 14.50 12.20 58UVB120---20
CNPF*4818A**46,500 TXV 13.50 11.50
CNPH*4821A**47,000 TDR&TXV 14.50 12.00 58CV(A,X)090---16
CNPH*4821A**4,700 TDR&TXV 14.50 12.20 58CV(A,X)110---20
CNPH*4821A**47,000 TDR&TXV 14.50 12.20 58CV(A,X)135---22
CNPH*4821A**47,000 TDR&TXV 15.00 12.50 58CV(A,X)155---22
CNPH*4821A**46,500 TDR&TXV 14.00 12.00 58MVB080---20
CNPH*4821A**46,500 TDR&TXV 14.00 12.00 58MVB100---20
CNPH*4821A**46,500 TDR&TXV 14.50 12.00 58MVB120---20
CNPH*4821A**47,500 TXV 13.50 11.50
CNPH*6024A**47,500 TDR&TXV 14.50 12.20 58CV(A,X)090---16
CNPH*6024A**47,500 TDR&TXV 14.50 12.20 58CV(A,X)110---20
CNPH*6024A**48,000 TDR&TXV 15.00 12.50 58CV(A,X)135---22
CNPH*6024A**48,000 TDR&TXV 15.00 12.50 58CV(A,X)155---22
CNPH*6024A**47,500 TDR&TXV 14.50 12.20 58MVB080---20
CNPH*6024A**47,500 TDR&TXV 14.50 12.20 58MVB100---20
CNPH*6024A**47,500 TDR&TXV 14.50 12.20 58MVB120---20
CNPH*6024A**48,000 TXV 14.00 11.70
See notes on pg. 1624ABA4
15
COMBINATION RATINGS -- CONTINUED
U nit Siz e ---Voltage, Series
Indoor Model Total Cap. BTUH Factory SuppliedEnhancement
SEER EER Furnace ModelStandard
Rating TDR†
48---32
CNPV*4821A**47,000 TDR&TXV 14.50 12.20 58CV(A,X)110---20
CNPV*4821A**46,500 TDR&TXV 14.00 12.00 58MVB080---20
CNPV*4821A**46,500 TDR&TXV 14.00 12.00 58MVB100---20
CNPV*4821A**46,500 TDR&TXV 14.00 12.00 58UVB080---20
CNPV*4821A**46,500 TDR&TXV 14.00 12.00 58UVB100---20
CNPV*4821A**47,500 TXV 13.50 11.50
CNPV*4824A**4,700 TDR&TXV 14.50 12.20 58CV(A,X)135---22
CNPV*4824A**47,000 TDR&TXV 15.00 12.50 58CV(A,X)155---22
CNPV*4824A**46,500 TDR&TXV 14.50 12.00 58MVB120---20
CNPV*4824A**46,500 TDR&TXV 14.50 12.00 58UVB120---20
CNPV*4824A**47,500 TXV 13.50 11.50
CNPV*6024A**48,000 TDR&TXV 15.00 12.50 58CV(A,X)135---22
CNPV*6024A**48,000 TDR&TXV 15.00 12.50 58CV(A,X)155---22
CNPV*6024A**47,500 TDR&TXV 14.50 12.20 58MVB120---20
CNPV*6024A**47,500 TDR&TXV 14.50 12.20 58UVB120---20
CNPV*6024A**48,000 TXV 14.00 11.70
CSPH*4812A**47,000 TDR&TXV 14.50 12.00 58CV(A,X)090---16
CSPH*4812A**47,000 TDR&TXV 14.50 12.20 58CV(A,X)110---20
CSPH*4812A**47,500 TDR&TXV 14.50 12.20 58CV(A,X)135---22
CSPH*4812A**47,000 TDR&TXV 14.50 12.20 58CV(A,X)155---22
CSPH*4812A**46,500 TDR&TXV 14.00 11.70 58MVB080---20
CSPH*4812A**46,500 TDR&TXV 14.00 12.00 58MVB100---20
CSPH*4812A**47,000 TDR&TXV 14.50 12.00 58MVB120---20
CSPH*4812A**47,500 TXV 13.50 11.70
CSPH*6012A**48,000 TDR&TXV 14.50 12.20 58CV(A,X)090---16
CSPH*6012A**48,000 TDR&TXV 15.00 12.50 58CV(A,X)110---20
CSPH*6012A**48,000 TDR&TXV 15.00 12.50 58CV(A,X)135---22
CSPH*6012A**48,000 TDR&TXV 15.00 12.50 58CV(A,X)155---22
CSPH*6012A**47,500 TDR&TXV 14.50 12.20 58MVB080---20
CSPH*6012A**48,000 TDR&TXV 14.50 12.20 58MVB100---20
CSPH*6012A**48,000 TDR&TXV 14.50 12.20 58MVB120---20
CSPH*6012A**48,000 TXV 14.00 11.70
FE4AN(B,F)005 48,000 TDR&TXV 15.00 12.50
FE4ANB006 48,000 TDR&TXV 15.50 13.00
FV4BN(B,F)005 48,000 TDR&TXV 15.00 12.50
FV4BNB006 48,000 TDR&TXV 15.50 13.00
FX4CN(B,F)048 48,000 TDR&TXV 14.50 12.20
FX4CN(B,F)060 49,000 TDR&TXV 15.00 12.50
FY4ANB060 48,000 TDR&TXV 14.00 11.70
FY4ANF048 48,000 TDR&TXV 13.50 11.50
60---32
*CAP**6024A**59,000 TXV 14.00 12.00
CAP**6021A**56,000 TDR&TXV 14.20 12.00 58MVB080---20
CAP**6021A**56,000 TDR&TXV 14.50 12.20 58MVB100---20
CAP**6021A**56,000 TDR&TXV 14.20 12.00 58UVB080---20
CAP**6021A**56,000 TDR&TXV 14.50 12.20 58UVB100---20
CAP**6021A**58,000 TXV 14.00 12.00
CAP**6024A**58,000 TDR&TXV 14.20 12.00 58CV(A,X)135---22
CAP**6024A**58,000 TDR&TXV 14.50 12.20 58CV(A,X)155---22
CAP**6024A**55,500 TDR&TXV 14.50 12.20 58MVB120---20
CAP**6024A**55,500 TDR&TXV 14.50 12.20 58UVB120---20
CNPH*6024A**58,000 TDR&TXV 14.20 12.00 58CV(A,X)110---20
CNPH*6024A**58,000 TDR&TXV 14.50 12.20 58CV(A,X)135---22
CNPH*6024A**58,000 TDR&TXV 14.50 12.20 58CV(A,X)155---22
CNPH*6024A**55,500 TDR&TXV 14.20 12.00 58MVB080---20
CNPH*6024A**56,000 TDR&TXV 14.50 12.20 58MVB100---20
CNPH*6024A**55,500 TDR&TXV 14.50 12.20 58MVB120---20
CNPH*6024A**59,000 TXV 14.00 12.00
CNPV*6024A**58,000 TDR&TXV 14.50 12.20 58CV(A,X)135---22
CNPV*6024A**58,000 TDR&TXV 14.50 12.20 58CV(A,X)155---22
CNPV*6024A**55,500 TDR&TXV 14.50 12.20 58MVB120---20
CNPV*6024A**55,500 TDR&TXV 14.50 12.20 58UVB120---20See notes on pg. 16 24ABA4
16
COMBINATION RATINGS -- CONTINUED
U nit Siz e ---Voltage, Series
Indoor Model Total Cap. BTUH
Factory SuppliedEnhancement
SEER EER Furnace ModelStandardRatingTDR†
60---32
CNPV*6024A**59,000 TXV 14.00 12.00
CSPH*6012A**58,000 TDR&TXV 14.20 12.00 58CV(A,X)110---20
CSPH*6012A**58,500 TDR&TXV 14.50 12.20 58CV(A,X)135---22
CSPH*6012A**58,500 TDR&TXV 14.50 12.20 58CV(A,X)155---22
CSPH*6012A**55,500 TDR&TXV 14.20 12.00 58MVB080---20
CSPH*6012A**55,500 TDR&TXV 14.50 12.20 58MVB100---20
CSPH*6012A**55,500 TDR&TXV 14.50 12.20 58MVB120---20
CSPH*6012A**59,000 TXV 14.00 12.00
FE4ANB006 59,000 TDR&TXV 14.50 12.20
FV4BNB006 59,000 TDR&TXV 14.50 12.20
FX4CN(B,F)060 60,000 TDR&TXV 14.50 12.20
FY4ANB060 59,000 TDR&TXV 13.50 11.50
* Tested combination
{In most cases, only 1 method should be used to achieve TDR function. Using more than 1 method in a system may cause degradation in performance. Useeither the accessory Time---Delay Relay KAATD0101TDR or a furnace equipped with TDR. Most Carrier furnaces are equipped with TDR.
EER — Energy Efficiency Ratio
SEER — Seasonal Energy Efficiency Ratio
TDR —Time --- Delay Relay
TXV — Thermostatic Expansion Valve
NOTES:
1. Ratings are net values reflecting the effects of circulating fan motor heat. Supplemental electric heat is not included.
2.Tested outdoor/indoor combinations have been tested in accordance with DOE test procedures for central air conditioners. Ratings for other combinations aredetermined under DOE computer simulation procedures.
3.Determine actual CFM values obtainable for your system by referring to fan performance data in fan coil or furnace coil literature.
4.Do not apply with capillary tube coils as performance and reliability are significantly affected.24ABA4
17DETAILED COOLING CAPACITIES#EVAPORATOR AIRCONDENSER ENTERING AIR TEMPERATURES deg˚F(˚C)75 (23.9)85 (29.4)95 (35)105 (40.6)115 (46.1)125 (51.7)CFMEWBCapacity MBtuh†TotalSystemKW**Capacity MBtuh†TotalSystemKW**Capacity MBtuh†TotalSystemKW**Capacity MBtuh†TotalSystemKW**Capacity MBtuh†TotalSystemKW**Capacity MBtuh†TotalSystemKW**TotalSens‡TotalSens‡TotalSens‡TotalSens‡TotalSens‡TotalSens‡24ABA418A31 Outdoor Section With CAP**2414A** Indoor Section5257221.5711.211.1720.5210.801.3219.4510.391.4918.339.971.6717.189.551.8815.939.092.116719.6013.631.1818.6513.231.3317.6712.811.5016.6512.401.6915.6011.961.9014.4611.512.136217.8216.041.1916.9615.631.3416.0815.221.5115.1814.791.7014.2914.291.9113.4413.442.135717.1617.161.2016.4916.491.3515.7915.791.5115.0615.061.7014.2914.291.9113.4413.442.136007222.0111.781.1920.9211.371.3419.7910.951.5118.6210.521.7017.4210.091.9116.129.622.146720.0314.541.2119.0314.131.3618.0013.711.5316.9413.281.7115.8412.841.9214.6612.372.156218.2717.291.2217.3816.861.3716.5016.411.5415.7015.701.7214.8614.861.9313.9513.952.165717.9617.961.2217.2317.231.3716.4816.481.5415.7015.701.7214.8714.871.9313.9513.952.166757222.3412.321.2221.2011.901.3720.0311.471.5418.8311.041.7217.5810.601.9316.2410.132.166720.3515.421.2319.3115.001.3818.2514.571.5517.1514.131.7416.0213.681.9514.8013.212.186218.6818.461.2417.8617.861.3917.0617.061.5616.2216.221.7515.3315.331.9514.3714.372.185718.6318.631.2417.8617.861.3917.0617.061.5616.2216.221.7515.3315.331.9514.3714.372.18CoolingIndoor ModelCapacityPowerFurnace Model*CAP**2414A**1.001.00CAP**1814A**0.991.02CAP**2417A**1.001.00CNPF*2418A**1.001.03CNPH*2417A**1.001.03CNPV*1814A**0.991.02CNPV*2414A**1.001.00CNPV*2417A**1.001.03CSPH*2412A**1.001.00FF1ENP0180.991.02FF1ENP0241.001.03FV4BNF0021.010.88FX4CNF0181.000.88FX4CNF0241.020.90FY4ANF0180.991.02FY4ANF0240.991.02CAP**1814A**0.980.9058CV(A,X)070---12CAP**2414A**0.990.8858CV(A,X)070---12CNPH*2417A**0.990.8858CV(A,X)070---12CNPV*1814A**0.980.9058CV(A,X)070---12CNPV*2414A**0.990.8858CV(A,X)070---12CSPH*2412A**0.990.8858CV(A,X)070---12CAP**2417A**0.990.8858CV(A,X)090---16CNPH*2417A**0.990.8858CV(A,X)090---16CNPV*2417A**0.990.8858CV(A,X)090---16CSPH*2412A**0.990.8858CV(A,X)090---16CoolingIndoor ModelCapacityPowerFurnace ModelCNPH*2417A**0.990.8858MVB040---14CSPH*2412A**0.990.8858MVB040---14CAP**2417A**0.990.8858MVB060---14CNPH*2417A**0.990.8858MVB060---14CNPV*2417A**0.990.8858MVB060---14CSPH*2412A**0.990.8858MVB060---14CNPH*2417A**0.990.8858MVB080---14CSPH*2412A**0.990.8858MVB080---14CAP**2417A**0.990.8858UVB060---14CNPV*2417A**0.990.8858UVB060---14See notes on pg. 2324ABA4
18DETAILED COOLING CAPACITIES# (CONT.)EVAPORATOR AIRCONDENSER ENTERING AIR TEMPERATURES deg˚F(˚C)75 (23.9)85 (29.4)95 (35)105 (40.6)115 (46.1)125 (51.7)CFMEWBCapacity MBtuh†TotalSystemKW**Capacity MBtuh†TotalSystemKW**Capacity MBtuh†TotalSystemKW**Capacity MBtuh†TotalSystemKW**Capacity MBtuh†TotalSystemKW**Capacity MBtuh†TotalSystemKW**TotalSens‡TotalSens‡TotalSens‡TotalSens‡TotalSens‡TotalSens‡24ABA424A31 Outdoor Section With CAP**3014A** Indoor Section7007228.5914.921.5427.3414.441.7326.0213.941.9524.6213.412.1923.1112.852.4521.4512.252.746725.9418.181.5524.7817.691.7423.5617.181.9622.2716.642.1920.8816.082.4619.3515.462.756223.6121.431.5522.5520.931.7521.4520.411.9620.3019.862.2019.1519.152.4618.0118.012.755722.8422.841.5622.0122.011.7521.1221.121.9620.1820.182.2019.1519.152.4618.0118.012.758007229.1815.681.5827.8715.191.7726.4914.681.9825.0314.152.2223.4613.582.4821.7412.962.776726.4819.381.5825.2718.881.7824.0018.361.9922.6617.822.2321.2217.242.4919.6416.612.786224.1923.071.5923.1222.541.7822.0022.002.0021.0121.012.2319.9119.912.5018.6918.692.785723.8623.861.5922.9722.971.7822.0222.022.0021.0121.012.2319.9119.912.5018.6918.692.789007229.6216.401.6128.2615.901.8026.8415.382.0225.3314.842.2623.7114.262.5221.9313.642.816726.8920.531.6225.6420.021.8124.3319.502.0322.9518.942.2721.4618.352.5319.8517.712.826224.7424.571.6223.7723.771.8222.7722.772.0321.7021.702.2720.5420.542.5319.2519.252.825724.7124.711.6223.7723.771.8222.7722.772.0321.7021.702.2720.5420.542.5319.2519.252.82CoolingIndoor ModelCapacityPowerFurnace Model*CAP**3014A**1.001.00CAP**2414A**0.980.98CAP**2417A**0.980.98CAP**3017A**1.001.00CNPF*2418A**0.980.98CNPH*2417A**0.980.98CNPH*3017A**1.001.00CNPV*2414A**0.980.98CNPV*2417A**0.980.98CNPV*3014A**1.001.00CNPV*3017A**1.001.00CSPH*2412A**0.980.98CSPH*3012A**1.001.00FF1ENP0240.981.00FF1ENP0300.981.00FV4BNF0020.990.88FV4BNF0030.990.86FX4CNF0240.990.91FX4CNF0301.000.88FY4ANF0240.981.00FY4ANF0300.980.98CAP**2414A**0.970.8958CV(A,X)070---12CAP**3014A**1.020.9058CV(A,X)070---12CNPH*2417A**0.980.9058CV(A,X)070---12CNPH*3017A**1.020.9058CV(A,X)070---12CNPV*2414A**0.970.8958CV(A,X)070---12CNPV*3014A**1.020.9458CV(A,X)070---12CSPH*2412A**0.970.8958CV(A,X)070---12CSPH*3012A**1.020.9058CV(A,X)070---12CAP**3017A**1.020.9058CV(A,X)090---16CNPV*2417A**0.980.9058CV(A,X)090---16CoolingIndoor ModelCapacityPowerFurnace ModelCNPV*3017A**1.020.9058CV(A,X)090---16CSPH*3012A**1.020.9058CV(A,X)090---16CSPH*2412A**0.970.8658CV(A,X)110---20CSPH*3012A**1.020.9058CV(A,X)110---20CSPH*2412A**0.970.8658CV(A,X)135---22CSPH*3012A**1.020.9058CV(A,X)135---22CSPH*2412A**0.970.8658CV(A,X)155---22CSPH*3012A**1.020.9058CV(A,X)155---22CNPH*2417A**0.980.9058MVB040---14CNPH*3017A**1.020.9058MVB040---14CSPH*2412A**0.970.8958MVB040---14CSPH*3012A**1.020.9058MVB040---14CAP**2417A**0.980.9058MVB060---14CAP**3017A**1.020.9058MVB060---14CNPV*2417A**0.980.9058MVB060---14CNPV*3017A**1.020.9058MVB060---14CSPH*3012A**1.020.9058MVB060---14CSPH*3012A**1.020.9058MVB080---14CSPH*3012A**1.020.9058MVB080---20CSPH*3012A**1.020.9058MVB100---20CSPH*3012A**1.020.9058MVB120---20CAP**2417A**0.980.9058UVB060---14CAP**3017A**1.020.9058UVB060---14CNPV*2417A**0.980.9058UVB060---14CNPV*3017A**1.020.9058UVB060---14See notes on pg. 2324ABA4
19DETAILED COOLING CAPACITIES# (CONT.)EVAPORATORAIRCONDENSER ENTERING AIR TEMPERATURES deg˚F(˚C)75 (23.9)85 (29.4)95 (35)105 (40.6)115 (46.1)125 (51.7)CFMEWBCapacity MBtuh†TotalSystemKW**Capacity MBtuh†TotalSystemKW**Capacity MBtuh†TotalSystemKW**Capacity MBtuh†TotalSystemKW**Capacity MBtuh†TotalSystemKW**Capacity MBtuh†TotalSystemKW**TotalSens‡TotalSens‡TotalSens‡TotalSens‡TotalSens‡TotalSens‡24ABA430A31 Outdoor Section With CAP**3014A** Indoor Section8757234.4517.521.9832.9616.972.1931.3816.382.4329.7015.772.6927.9015.122.9825.9014.413.296731.3521.431.9829.9820.862.1928.5320.272.4326.9819.652.6925.3218.992.9723.5018.283.2963*29.1320.731.9927.8420.162.2026.4719.562.4325.0218.942.6923.4518.272.9721.7217.553.286228.6325.331.9827.3924.752.1926.1024.152.4324.7423.492.6923.3623.362.9721.9821.983.295727.7927.791.9826.8026.802.1925.7425.742.4324.6124.612.6923.3723.372.9721.9821.983.2910007235.0918.372.0233.5317.802.2431.8817.212.4730.1416.592.7328.2615.933.0226.1915.213.346731.9522.782.0230.5122.212.2429.0021.612.4727.4020.982.7325.6920.313.0223.8019.583.3363*29.6922.002.0328.3421.422.2426.9220.822.4825.4220.182.7323.7919.503.0222.0218.763.336229.3027.182.0228.0526.572.2326.7326.732.4725.5525.552.7324.2224.223.0222.7422.743.335728.9628.962.0227.8927.892.2326.7626.762.4725.5525.552.7324.2224.223.0222.7522.753.3311257235.5519.162.0733.9418.592.2832.2317.982.5230.4417.352.7828.5116.693.0726.3815.953.386732.3924.072.0730.9123.492.2829.3622.892.5227.7122.252.7825.9521.573.0724.0320.813.3863*30.1123.212.0828.7322.632.2927.2722.012.5225.7221.362.7824.0520.673.0622.2419.903.376229.9429.712.0728.8028.802.2827.6027.602.5226.3126.312.7824.9124.913.0723.3623.363.385729.9229.922.0728.8028.802.2827.6027.602.5226.3126.312.7824.9124.913.0623.3623.363.38Cooling IndoorModelCapacityPowerFurnace Model*CAP**3014A**1.001.00CAP**3017A**1.001.04CAP**3614A**0.971.01CAP**3617A**1.011.05CAP**3621A**1.011.05CNPF*3618A**1.011.05CNPH*3017A**1.001.04CNPH*3617A**1.011.05CNPV*3014A**1.001.04CNPV*3017A**1.001.04CNPV*3617A**1.011.05CNPV*3621A**1.011.05CSPH*3012A**1.001.04CSPH*3612A**1.011.05FF1ENP0300.991.03FF1ENP0361.011.05FV4BNF0021.000.96FV4BNF0031.010.93FV4BNF0051.030.94FX4CN(B,F)0361.020.98FX4CNF0301.010.97FY4ANF0300.991.04FY4ANF0361.001.04CAP**3014A**0.990.9558CV(A,X)070---12CAP**3614A**0.960.9258CV(A,X)070---12CNPH*3017A**0.990.9558CV(A,X)070---12CNPH*3617A**0.990.9558CV(A,X)070---12CNPV*3014A**0.990.9558CV(A,X)070---12Cooling IndoorModelCapacityPowerFurnace ModelCSPH*3012A**0.990.9558CV(A,X)070---12CSPH*3612A**0.990.9258CV(A,X)070---12CAP**3017A**0.990.9258CV(A,X)090---16CAP**3617A**1.000.9258CV(A,X)090---16CNPV*3017A**0.990.9558CV(A,X)090---16CNPV*3617A**1.000.9658CV(A,X)090---16CAP**3621A**1.000.9258CV(A,X)110---20CNPV*3621A**1.000.9658CV(A,X)110---20CNPH*3017A**0.990.9558MVB040---14CNPH*3617A**0.990.9558MVB040---14CSPH*3012A**0.990.9558MVB040---14CSPH*3612A**0.990.9258MVB040---14CAP**3017A**0.990.9558MVB060---14CAP**3617A**0.990.9258MVB060---14CNPV*3017A**0.990.9558MVB060---14CNPV*3617A**0.990.9558MVB060---14CAP**3621A**1.000.9658MVB080---14CNPV*3621A**1.000.9658MVB080---14CNPH*3017A**0.990.9558MVB120---20CAP**3017A**0.990.9558UVB060---14CAP**3617A**0.990.9258UVB060---14CNPV*3017A**0.990.9558UVB060---14CNPV*3617A**0.990.9558UVB060---14CAP**3621A**1.000.9658UVB080---14CNPV*3621A**1.000.9658UVB080---14See notes on pg. 2324ABA4
20DETAILED COOLING CAPACITIES# (CONT.)EVAPORATORAIRCONDENSER ENTERING AIR TEMPERATURES deg˚F(˚C)75 (23.9)85 (29.4)95 (35)105 (40.6)115 (46.1)125 (51.7)CFMEWBCapacity MBtuh†TotalSystemKW**Capacity MBtuh†TotalSystemKW**Capacity MBtuh†TotalSystemKW**Capacity MBtuh†TotalSystemKW**Capacity MBtuh†TotalSystemKW**Capacity MBtuh†TotalSystemKW**TotalSens‡TotalSens‡TotalSens‡TotalSens‡TotalSens‡TotalSens‡24ABA436A31 Outdoor Section With CAP**4221A** Indoor Section10507242.8322.382.3540.9221.652.6338.9220.892.9436.7820.093.2934.4719.233.6831.9418.314.126738.8327.272.3537.0626.522.6335.2025.742.9433.2224.933.2931.0824.063.6828.7523.124.126235.3432.162.3533.7431.402.6332.0730.592.9430.3229.723.2928.5828.583.6826.8326.834.125734.2634.262.3532.9832.982.6331.6331.632.9430.1730.173.2928.5828.583.6826.8326.834.1212007243.6623.462.4041.6722.712.6839.5821.942.9937.3621.123.3434.9620.263.7332.3319.324.176739.5828.972.4037.7428.212.6835.8027.422.9933.7526.593.3431.5525.713.7329.1424.764.176236.1834.482.4034.5633.672.6832.8732.872.9931.3531.353.3429.6729.673.7327.8027.804.175735.7235.722.4034.3634.362.6832.9132.912.9931.3631.363.3429.6729.673.7327.8027.804.1713507244.2724.462.4542.2223.702.7340.0622.913.0537.7722.093.4035.3121.213.7932.6120.264.226740.1430.572.4538.2429.802.7336.2529.013.0434.1528.173.3931.8927.283.7829.4426.294.226236.9736.592.4535.4935.492.7333.9733.973.0432.3332.333.3930.5630.563.7828.5928.594.225736.9436.942.4535.5035.502.7333.9733.973.0432.3432.343.3930.5630.563.7828.6028.604.22Cooling Indoor ModelCapacityPowerFurnace Model*CAP**4221A**1.001.00CAP**3614A**0.980.98CAP**3617A**0.990.99CAP**3621A**0.990.99CAP**4224A**1.001.00CNPF*3618A**0.990.99CNPH*3617A**0.990.99CNPH*4221A**1.001.00CNPV*3617A**0.990.99CNPV*3621A**0.990.99CNPV*4221A**1.001.00CSPH*3612A**1.011.01CSPH*4212A**1.021.02FF1ENP0360.980.98FV4BNB0061.030.90FV4BNF0020.980.94FV4BNF0030.990.95FV4BNF0051.020.90FX4CN(B,F)0361.010.96FX4CN(B,F)0421.020.98FY4ANF0360.970.97FY4ANF0421.011.01Cooling Indoor ModelCapacityPowerFurnace ModelCAP**3614A**0.980.9658CV(A,X)070---12CNPH*3617A**0.980.9658CV(A,X)070---12CNPH*4221A**0.990.9558CV(A,X)070---12CSPH*3612A**1.000.9658CV(A,X)070---12CSPH*4212A**1.010.9658CV(A,X)070---12CAP**3617A**0.980.9458CV(A,X)090---16CNPV*3617A**0.980.9458CV(A,X)090---16CAP**3621A**0.980.9458CV(A,X)110---20CAP**4221A**0.990.9558CV(A,X)110---20CNPV*3621A**0.980.9458CV(A,X)110---20CNPV*4221A**0.990.8858CV(A,X)110---20CAP**4224A**0.990.9558CV(A,X)135---22CNPH*4221A**0.990.8858CV(A,X)135---22CNPH*4221A**0.990.8858CV(A,X)155---22CAP**4224A**0.980.9458MVB040---14CNPH*3617A**0.970.9658MVB040---14CNPH*4221A**0.990.9558MVB040---14CSPH*3612A**0.990.9558MVB040---14CSPH*4212A**1.000.9658MVB040---14CAP**3617A**0.980.9458MVB060---14CNPV*3617A**0.980.9658MVB060---14Cooling Indoor ModelCapacityPowerFurnace ModelCAP**3621A**0.980.9658MVB080---14CAP**4221A**0.980.9758MVB080---14CNPV*3621A**0.970.9658MVB080---14CNPV*4221A**0.990.9558MVB080---14CAP**3621A**0.980.9458MVB080---20CAP**4221A**0.990.9558MVB080---20CAP**3621A**0.980.9458MVB100---20CAP**4221A**0.990.9558MVB100---20CAP**4224A**0.990.9558MVB120---20CSPH*4212A**1.010.9658MVB120---20CAP**3617A**0.980.9458UVB060---14CNPV*3617A**0.980.9658UVB060---14CAP**3621A**0.980.9658UVB080---14CAP**4221A**0.980.9758UVB080---14CNPV*3621A**0.970.9658UVB080---14CNPV*4221A**0.990.9558UVB080---14CAP**3621A**0.980.9458UVB080---20CAP**4221A**0.990.9558UVB080---20CAP**3621A**0.980.9458UVB100---20CAP**4221A**0.990.9558UVB100---20CAP**4224A**0.990.9558UVB120---20See notes on pg. 2324ABA4
21DETAILED COOLING CAPACITIES# (CONT.)EVAPORATORAIRCONDENSER ENTERING AIR TEMPERATURES deg˚F(˚C)75 (23.9)85 (29.4)95 (35)105 (40.6)115 (46.1)125 (51.7)CFMEWBCapacity MBtuh†TotalSystemKW**Capacity MBtuh†TotalSystemKW**Capacity MBtuh†TotalSystemKW**Capacity MBtuh†TotalSystemKW**Capacity MBtuh†TotalSystemKW**Capacity MBtuh†TotalSystemKW**TotalSens‡TotalSens‡TotalSens‡TotalSens‡TotalSens‡TotalSens‡24ABA442A32 Outdoor Section With CAP**4821A* Indoor Section12257247.9825.112.7345.9224.333.0143.6923.503.3341.2922.623.6938.7021.674.0935.8520.654.546743.8630.892.7241.9630.102.9939.9129.253.3037.7028.353.6635.3127.394.0632.7026.364.516240.1336.622.7038.4135.802.9736.5734.933.2934.6333.953.6432.7332.734.0430.7530.754.495739.0539.052.7037.6737.672.9736.1736.173.2834.5334.533.6432.7432.744.0430.7530.754.4914007248.7826.332.8046.6325.533.0844.3124.693.4041.8223.793.7639.1422.834.1636.1921.804.616744.6232.842.7842.6332.033.0640.5031.173.3738.2130.273.7335.7529.304.1333.0628.244.586241.0239.282.7739.2838.403.0437.5437.543.3635.7935.793.7233.8833.884.1231.7631.764.575740.6440.642.7739.1539.153.0437.5437.543.3635.7935.793.7233.8833.884.1231.7631.764.5715757249.3727.472.8747.1426.673.1544.7525.813.4742.1924.903.8339.4323.944.2336.4122.894.686745.1734.702.8543.1233.883.1340.9333.023.4438.5832.103.8036.0531.114.2033.3130.024.656241.8941.892.8440.3440.343.1138.6438.643.4336.7936.793.7934.7734.774.1932.5432.544.645741.9141.912.8440.3440.343.1138.6438.643.4336.7936.793.7934.7834.784.1932.5432.544.64Cooling IndoorModelCapacityPowerFurnace Model*CAP**4821A**1.001.00CAP**4221A**0.991.01CAP**4224A**0.991.01CAP**4817A**0.980.98CAP**4824A**1.001.00CNPF*4818A**0.981.02CNPH*4221A**0.991.01CNPH*4821A**1.001.00CNPV*4221A**0.991.01CNPV*4821A**1.001.00CNPV*4824A**1.001.00CSPH*4212A**0.991.01CSPH*4812A**1.001.00FE4AN(B,F)0030.980.94FE4AN(B,F)0051.010.93FE4ANB0061.020.95FE5ANB0041.020.95FV4BN(B,F)0030.980.94FV4BN(B,F)0051.010.93FV4BNB0061.020.95FX4CN(B,F)0421.000.98FX4CN(B,F)0481.020.98FY4ANF0420.991.01FY4ANF0481.011.01CNPH*4221A**0.980.9858CV(A,X)070---12CNPH*4821A**0.990.9758CV(A,X)070---12CSPH*4212A**0.980.9658CV(A,X)070---12CSPH*4812A**1.000.9858CV(A,X)070---12CAP**4817A**0.980.9458CV(A,X)090---16CNPH*4221A**0.980.9658CV(A,X)090---16CNPH*4821A**0.990.9558CV(A,X)090---16CSPH*4212A**0.990.9758CV(A,X)090---16CSPH*4812A**1.000.9658CV(A,X)090---16CAP**4221A**0.980.9658CV(A,X)110---20CAP**4821A**0.990.9558CV(A,X)110---20CNPH*4221A**0.980.9658CV(A,X)110---20CNPH*4821A**1.000.9658CV(A,X)110---20CNPV*4221A**0.980.9658CV(A,X)110---20CNPV*4821A**1.000.9658CV(A,X)110---20Cooling IndoorModelCapacityPowerFurnace ModelCSPH*4212A**0.990.9758CV(A,X)110---20CSPH*4812A**1.000.9658CV(A,X)110---20CAP**4224A**0.980.9458CV(A,X)135---22CAP**4824A**0.990.9558CV(A,X)135---22CNPH*4221A**0.980.9458CV(A,X)135---22CNPH*4821A**1.000.9658CV(A,X)135---22CNPV*4824A**1.000.9658CV(A,X)135---22CSPH*4212A**0.990.9558CV(A,X)135---22CSPH*4812A**1.000.9658CV(A,X)135---22CAP**4224A**0.980.9458CV(A,X)155---22CAP**4824A**0.990.9558CV(A,X)155---22CNPH*4221A**0.980.9458CV(A,X)155---22CNPH*4821A**1.000.9658CV(A,X)155---22CNPV*4824A**1.000.9658CV(A,X)155---22CSPH*4212A**0.990.9558CV(A,X)155---22CSPH*4812A**1.000.9658CV(A,X)155---22CAP**4224A**0.960.9558MVB040---14CAP**4824A**0.990.9758MVB040---14CNPH*4221A**0.980.9858MVB040---14CNPH*4821A**0.990.9758MVB040---14CNPV*4824A**0.990.9758MVB040---14CSPH*4212A**0.980.9658MVB040---14CSPH*4812A**0.990.9758MVB040---14CAP**4817A**0.960.9558MVB060---14CNPH*4221A**0.980.9658MVB060---14CNPH*4821A**0.990.9558MVB060---14CSPH*4212A**0.980.9658MVB060---14CSPH*4812A**1.000.9858MVB060---14CAP**4221A**0.960.9658MVB080---14CAP**4821A**0.990.9758MVB080---14CNPH*4221A**0.960.9658MVB080---14CNPH*4821A**0.990.9758MVB080---14CNPV*4221A**0.960.9658MVB080---14CNPV*4821A**0.990.9758MVB080---14CSPH*4212A**0.980.9658MVB080---14CSPH*4812A**0.990.9758MVB080---14CAP**4221A**0.980.9658MVB080---20CAP**4821A**0.990.9758MVB080---20CNPH*4221A**0.980.9658MVB080---20Cooling IndoorModelCapacityPowerFurnace ModelCNPH*4821A**0.990.9758MVB080---20CNPV*4221A**0.980.9658MVB080---20CNPV*4821A**0.990.9758MVB080---20CSPH*4212A**0.980.9658MVB080---20CSPH*4812A**1.000.9858MVB080---20CAP**4221A**0.980.9658MVB100---20CAP**4821A**0.990.9558MVB100---20CNPH*4221A**0.980.9658MVB100---20CNPH*4821A**0.990.9558MVB100---20CNPV*4221A**0.980.9658MVB100---20CNPV*4821A**0.990.9558MVB100---20CSPH*4212A**0.990.9758MVB100---20CSPH*4812A**1.000.9658MVB100---20CAP**4224A**0.980.9658MVB120---20CAP**4824A**0.990.9558MVB120---20CNPH*4221A**0.980.9658MVB120---20CNPH*4821A**0.990.9558MVB120---20CNPV*4824A**0.990.9558MVB120---20CSPH*4212A**0.980.9658MVB120---20CSPH*4812A**1.000.9658MVB120---20CAP**4817A**0.960.9558UVB060---14CAP**4221A**0.960.9658UVB080---14CAP**4821A**0.990.9758UVB080---14CNPV*4221A**0.960.9658UVB080---14CNPV*4821A**0.990.9758UVB080---14CAP**4221A**0.980.9658UVB080---20CAP**4821A**0.990.9758UVB080---20CNPV*4221A**0.980.9658UVB080---20CNPV*4821A**0.990.9758UVB080---20CAP**4221A**0.980.9658UVB100---20CAP**4821A**0.990.9558UVB100---20CNPV*4221A**0.980.9658UVB100---20CNPV*4821A**0.990.9558UVB100---20CAP**4224A**0.980.9658UVB120---20CAP**4824A**0.990.9558UVB120---20CNPV*4824A**0.990.9558UVB120---20See notes on pg. 2324ABA4
22DETAILED COOLING CAPACITIES# (CONT.)EVAPORATORAIRCONDENSER ENTERING AIR TEMPERATURES deg˚F(˚C)75 (23.9)85 (29.4)95 (35)105 (40.6)115 (46.1)125 (51.7)CFMEWBCapacity MBtuh†TotalSystemKW**Capacity MBtuh†TotalSystemKW**Capacity MBtuh†TotalSystemKW**Capacity MBtuh†TotalSystemKW**Capacity MBtuh†TotalSystemKW**Capacity MBtuh†TotalSystemKW**TotalSens‡TotalSens‡TotalSens‡TotalSens‡TotalSens‡TotalSens‡24ABA448A32 Outdoor Section With CAP**6024A* Indoor Section14007257.5429.083.2154.9028.103.6652.2227.114.1249.4326.104.5946.4525.035.0943.1823.885.666752.6035.603.2450.1934.613.6747.7333.614.1045.1632.594.5542.4131.505.0539.3930.335.626248.1442.093.2645.9641.093.6643.7540.074.0841.4538.994.5239.0539.055.0236.7736.775.605746.5346.533.2644.8044.803.6643.0243.024.0741.1241.124.5239.0739.075.0236.7836.785.6016007258.6130.513.2755.8429.503.7353.0328.504.1950.1327.474.6647.0526.395.1743.6625.225.736753.6037.883.3051.0736.873.7448.5035.864.1745.8334.814.6342.9933.725.1339.8732.525.706249.2345.223.3246.9944.163.7444.7644.494.1642.6842.684.6140.4940.495.1139.0539.055.085748.5048.503.3346.6446.643.7444.7144.714.1642.6842.684.6140.4940.495.1138.0538.055.6818007259.3931.853.3356.5330.843.8053.6229.814.2650.6328.774.7447.4627.685.2543.9726.495.816754.3440.063.3651.7139.043.8149.0738.024.2546.3236.964.7143.4135.845.2140.2334.615.786250.2249.723.3948.1448.143.8146.1046.104.2443.9543.954.6941.6441.645.1939.0639.065.775750.1250.123.3948.1448.143.8146.1046.104.2343.9543.954.6941.6441.645.1939.0739.075.77Cooling IndoorModelCapacityPowerFurnace Model*CAP**6024A**1.001.00CAP**4817A**0.970.97CAP**4821A**0.991.01CAP**4824A**0.991.01CAP**6021A**1.001.00CNPF*4818A**0.970.99CNPH*4821A**0.991.01CNPH*6024A**1.001.00CNPV*4821A**0.991.01CNPV*4824A**0.991.01CNPV*6024A**1.001.00CSPH*4812A**0.990.99CSPH*6012A**1.001.00FE4AN(B,F)0051.000.94FE4ANB0061.000.90FV4BN(B,F)0051.000.94FV4BNB0061.000.90FX4CN(B,F)0481.000.96FX4CN(B,F)0601.020.96FY4ANB0601.001.00FY4ANF0481.001.02CAP**4817A**0.970.9458CV(A,X)090---16CNPH*4821A**0.980.9558CV(A,X)090---16CNPH*6024A**0.990.9558CV(A,X)090---16CSPH*4812A**0.980.9558CV(A,X)090---16CSPH*6012A**1.000.9658CV(A,X)090---16CAP**4821A**0.970.9458CV(A,X)110---20CAP**6021A**0.990.9358CV(A,X)110---20CNPH*4821A**0.100.0958CV(A,X)110---20CNPH*6024A**0.990.9558CV(A,X)110---20CNPV*4821A**0.980.9458CV(A,X)110---20Cooling IndoorModelCapacityPowerFurnace ModelCSPH*4812A**0.980.9458CV(A,X)110---20CSPH*6012A**1.000.9458CV(A,X)110---20CAP**4824A**0.980.9458CV(A,X)135---22CAP**6024A**1.000.9458CV(A,X)135---22CNPH*4821A**0.980.9458CV(A,X)135---22CNPH*6024A**1.000.9458CV(A,X)135---22CNPV*4824A**0.100.0958CV(A,X)135---22CNPV*6024A**1.000.9458CV(A,X)135---22CSPH*4812A**0.990.9558CV(A,X)135---22CSPH*6012A**1.000.9458CV(A,X)135---22CAP**4824A**0.980.9458CV(A,X)155---22CAP**6024A**1.000.9458CV(A,X)155---22CNPH*4821A**0.980.9258CV(A,X)155---22CNPH*6024A**1.000.9458CV(A,X)155---22CNPV*4824A**0.980.9258CV(A,X)155---22CNPV*6024A**1.000.9458CV(A,X)155---22CSPH*4812A**0.980.9458CV(A,X)155---22CSPH*6012A**1.000.9458CV(A,X)155---22CAP**4821A**0.970.9758MVB080---20CAP**6021A**0.990.9558MVB080---20CNPH*4821A**0.970.9458MVB080---20CNPH*6024A**0.990.9558MVB080---20CNPV*4821A**0.970.9458MVB080---20CSPH*4812A**0.970.9758MVB080---20CSPH*6012A**0.990.9558MVB080---20CAP**4821A**0.970.9458MVB100---20CAP**6021A**0.990.9558MVB100---20CNPH*4821A**0.970.9458MVB100---20CNPH*6024A**0.990.9558MVB100---20CNPV*4821A**0.970.9458MVB100---20CSPH*4812A**0.970.9458MVB100---20Cooling IndoorModelCapacityPowerFurnace ModelCSPH*6012A**1.000.9658MVB100---20CAP**4824A**0.970.9458MVB120---20CAP**6024A**0.990.9558MVB120---20CNPH*4821A**0.970.9458MVB120---20CNPH*6024A**0.990.9558MVB120---20CNPV*4824A**0.970.9458MVB120---20CNPV*6024A**0.990.9558MVB120---20CSPH*4812A**0.980.9558MVB120---20CSPH*6012A**1.000.9658MVB120---20CAP**4821A**0.970.9758UVB080---20CAP**6021A**0.990.9558UVB080---20CNPV*4821A**0.970.9458UVB080---20CAP**4821A**0.970.9458UVB100---20CAP**6021A**0.990.9558UVB100---20CNPV*4821A**0.970.9458UVB100---20CAP**4824A**0.970.9458UVB120---20CAP**6024A**0.990.9558UVB120---20CNPV*4824A**0.970.9458UVB120---20CNPV*6024A**0.990.9558UVB120---20See notes on pg. 2324ABA4
23DETAILED COOLING CAPACITIES# (CONT.)EVAPORATORAIRCONDENSER ENTERING AIR TEMPERATURES˚F(˚C)75 (23.9)85 (29.4)95 (35)105 (40.6)115 (46.1)125 (51.7)CFMEWBCapacity MBtuhTotalSystemKWCapacity MBtuhTotalSystemKWCapacity MBtuhTotalSystemKWCapacity MBtuhTotalSystemKWCapacity MBtuhTotalSystemKWCapacity MBtuhTotalSystemKWTotalSensTotalSensTotalSensTotalSensTotalSensTotalSens24ABA460A32 Outdoor Section With CAP**6024A* Indoor Section17507270.1936.014.0666.9934.814.4563.6033.544.8959.9732.205.3856.0130.775.9451.6129.206.586764.0844.073.9861.1842.864.3758.1041.604.8154.7940.265.3151.1938.815.8747.2037.256.526258.6252.103.9256.0250.894.3153.2949.604.7550.3948.195.2547.3847.385.8244.3744.376.485756.7756.773.9054.7054.704.3052.4852.484.7450.0750.075.2447.4047.405.8244.3744.376.4820007271.4537.734.1768.0936.494.5664.5535.204.9960.7633.845.4956.6532.386.0552.0930.786.686765.2846.824.0962.2245.584.4859.0044.294.9255.5642.935.4151.8341.465.9847.7039.866.626259.9355.854.0357.2654.544.4254.5154.114.8651.8551.855.3648.9848.985.9445.7445.746.595759.0859.084.0256.8456.844.4154.4554.454.8651.8551.855.3648.9948.995.9445.7545.756.5922507272.3839.334.2768.9038.084.6665.2336.775.1061.3235.385.5957.0833.906.1552.4032.296.786766.1449.424.2062.9748.164.5859.6546.865.0256.1145.485.5252.2843.986.0848.0642.326.726261.1159.224.1458.5958.594.5356.0556.054.9753.3053.305.4850.2650.266.0546.8346.836.705760.9860.984.1458.5958.594.5356.0556.054.9753.3053.305.4850.2750.276.0546.8446.846.70Cooling IndoorModelCapacityPowerFurnace Model*CAP**6024A**1.001.00CAP**6021A**0.980.98CNPH*6024A**1.001.00CNPV*6024A**1.001.00CSPH*6012A**1.001.00FE4ANB0061.000.98FV4BNB0061.000.98FX4CN(B,F)0601.021.00FY4ANB0601.001.04CNPH*6024A**0.980.9858CV(A,X)110---20CSPH*6012A**0.980.9858CV(A,X)110---20Cooling IndoorModelCapacityPowerFurnace ModelCAP**6024A**0.980.9858CV(A,X)135---22CNPH*6024A**0.980.9758CV(A,X)135---22CNPV*6024A**0.980.9758CV(A,X)135---22CSPH*6012A**0.990.9858CV(A,X)135---22CAP**6024A**0.980.9758CV(A,X)155---22CNPH*6024A**0.980.9758CV(A,X)155---22CNPV*6024A**0.980.9758CV(A,X)155---22CSPH*6012A**0.990.9858CV(A,X)155---22CAP**6021A**0.950.9558MVB080---20CNPH*6024A**0.940.9458MVB080---20CSPH*6012A**0.940.9458MVB080---20Cooling IndoorModelCapacityPowerFurnace ModelCAP**6021A**0.950.9358MVB100---20CNPH*6024A**0.950.9358MVB100---20CSPH*6012A**0.940.9358MVB100---20CAP**6024A**0.940.9358MVB120---20CNPH*6024A**0.940.9358MVB120---20CNPV*6024A**0.940.9358MVB120---20CSPH*6012A**0.940.9358MVB120---20CAP**6021A**0.950.9558UVB080---20CAP**6021A**0.950.9358UVB100---20CAP**6024A**0.940.9358UVB120---20CNPV*6024A**0.940.9358UVB120---20* Tested combination.{Total and sensible capacities are net capacities. Blower motor heat has been subtracted.}Sensible capacities shown are based on 80_F(27_C) entering air at the indoor coil. For sensible capacities at other than 80_F(27_C), deduct 835 Btuh(245 kW) per 1000 CFM (480 L/S) of indoor coil air for each degree below 80_F(27_C), or add 835 Btuh (245 kW) per 1000 CFM (480 L/S) of indoor coil air per degree above 80_F(27_C).# Detailed cooling capacities are based on indoor and outdoor unit at the same elevation per ARI standard 210/240---94. If additional tubing length and/or indoor unit is located above outdoor unit, a slight variation in capacity mayoccur.** System kw is total of indoor and outdoor unit kilowatts.EWB— Entering Wet BulbNOTE: When the required data fall between the published data, interpolation may be performed. Extrapolation is not an acceptable practice.24ABA4
24
GUIDE SPECIFICATIONS
GENERAL
AIR--COOLED, SPLIT--SYSTEM AIR CONDITIONER
24ABA4
1--1/2 TO 5 NOMINAL TONS
System Description
Outdoor--mounted, air--cooled, split--system air conditioner unit
suitable for ground or rooftop installation. Unit consists of a
hermetic compressor, an air--cooled coil, propeller--type condenser
fan, and a control box. Unit will discharge supply air upward as
shown on contract drawings. Unit will be used in a refrigeration
circuit to match up to a packaged fan coil or coil unit.
Quality Assurance
— Unit will be rated in accordance with the latest edition of
ARI Standard 210.
— Unit will be certified for capacity and efficiency, and
listed in the latest ARI directory.
— Unit construction will comply with latest edition of
ANSI/ ASHRAE and with NEC.
— Unit will be constructed in accordance with UL
standards and will carry the UL label of approval. Unit
will have c--UL approval.
— Unit cabinet will be capable of withstanding Federal Test
Method Standard No. 141 (Method 6061) 500--hr salt
spray test.
— Air--cooled condenser coils will be leak tested and
pressure tested.
— Unit constructed in ISO9001 approved facility.
Delivery, Storage, and Handling
— Unit will be shipped as single package only and is stored
and handled per unit manufacturer’s recommendations.
Warranty (for inclusion by specifying engineer)
— U.S. and Canada only.
PRODUCTS
Equipment
— Factory assembled, single piece, air--cooled air
conditioner unit. Contained within the unit enclosure is
all factory wiring, piping, controls, compressor,
refrigerant charge Puronr (R--410A), and special features
required prior to field start--up.
Unit Cabinet
— Unit cabinet, including louvered coil guard, will be
constructed of galvanized steel, bonderized, and coated
with a powder coat paint.
Fans
— Condenser fan will be direct--drive propeller type,
discharging air upward.
— Condenser fan motors will be totally enclosed, 1--phase
type with class B insulation and permanently lubricated
bearings. Shafts will be corrosion resistant.
— Fan blades will be statically and dynamically balanced.
— Condenser fan openings will be equipped with coated
steel wire safety guards.
Compressor
— Compressor will be hermetically sealed.
— Compressor will be mounted on rubber vibration
isolators.
Condenser Coil
— Condenser coil will be air cooled.
— Coil will be constructed of aluminum fins mechanically
bonded to copper tubes which are then cleaned,
dehydrated, and sealed.
Refrigeration Components
— Refrigeration circuit components will include liquid--line
shutoff valve with sweat connections, vapor--line shutoff
valve with sweat connections, system charge of Puronr
(R--410A) refrigerant, and compressor oil.
— Unit will be equipped with filter drier for Puron
refrigerant.
Operating Characteristics
— The capacity of the unit will meet or exceed _____ Btuh
at a suction temperature of ______F/_C. The power
consumption at full load will not exceed _____ kW.
— Combination of the unit and the evaporator or fan coil
unit will have a total net cooling capacity of _____ Btuh
or greater at conditions of _____ CFM entering air
temperature at the evaporator at ______F/_C wet bulb
and ______F/_C dry bulb, and air entering the unit at
______F/_C.
— The system will have a SEER of _____ Btuh/watt or
greater at DOE conditions.
Electrical Requirements
— Nominal unit electrical characteristics will be _____ v,
single phase, 60 hz. The unit will be capable of
satisfactory operation within voltage limits of _____ v to
_____ v.
— Unit electrical power will be single point connection.
— Control circuit will be 24v.
Special Features
— Refer to section of this literature identifying accessories
and descriptions for specific features and available
enhancements.
Copyright 2007 Carrier Corp.S 7310 W. Morris St.S Indianapolis, IN 46231 Printed in U.S.A. Edition Date: 09/07
Manufacturer reserves the right to change, at any time, specifications and designs without notice and without obligations.
Catalog No: 24ABA4---2PD
Replaces: 24ABA4---1PD24ABA4