The URL can be used to link to this page

Home My WebLink AboutCT 15-01; Cascada Verde; Acoustical Analysis Report; 2014-10-15ACOUSTICAL ANALYSIS REPORT Altisma Way Condominiums Alicante Road and Altisma Way Carlsbad, California 92009 Prepared for: Lanshire Housing Partners LLC Attention: Michael Kootchick 4380 La Jolla Village Drive, #250 San Diego, California 92122 Phone: 619-804-3417 Prepared By Eilar Associates, Inc. Acoustical & Environmental Consulting 210 South Juniper Street, Suite 100 Escondido, California 92025 www.eilarassociates.com Phone: 760-738-5570 Fax: 760-738-5227 Job #B40911N1 October 15, 2014 TABLE OF CONTENTS 1.0 EXECUTIVE SUMMARY 1 2.0 INTRODUCTION 1 2.1 Project Location 2.2 Project Description 2.3 Applicable Noise Regulations 3.0 ENVIRONMENTAL SETTING 2 3.1 Existing Noise Environment 3.2 Future Noise Environment 4.0 METHODOLOGY AND EQUIPMENT 5 4.1 Methodology 4.2 Measurement Equipment 5.0 IMPACTS AND MITIGATION 6 5.1 Exterior 5.2 Interior 6.0 CONCLUSION 8 7.0 CERTIFICATION 8 8.0 REFERENCES 9 FIGURES 1. Vicinity Map 2. Assessor's Parcel Map 3. Satellite Aerial Photograph 4. Topographic Map 5. Site Plan Showing Current Traffic CNEL Contours and Noise Measurement Location 6. Site Plan Showing Future Traffic CNEL Contours and Noise Measurement Location APPENDICES A. Project Plans B. Pertinent Sections of the City of Carlsbad Noise Guidelines Manual C. Traffic Noise Model (TNM) Data and Results 1.0 EXECUTIVE SUMMARY The proposed project, the Altisma Way Condominiums, consists of the construction of a new 35- unit airspace condominium project on a currently undeveloped lot. The project site is located at the corner of Altisma Way and Alicante Road in the City of Carlsbad, California. The current and future noise environment primarily consists of traffic noise from Alicante Road, with some noise contribution from Alga Road, Ei Camino Real, and La Costa Avenue. No other noise source in the vicinity of the project site is considered significant. The City of Carlsbad requires that outdoor useable areas of residential sites are protected from noise levels exceeding 60 CNEL. Future traffic noise levels were calculated for the project site and were shown to be 60 CNEL or less at all potential outdoor useable spaces, meeting City of Carlsbad noise requirements. For this reason, no mitigation is deemed necessary for attenuating exterior noise impacts. The City of Carlsbad and the State of California require interior noise levels not exceeding 45 CNEL in residential habitable space. Contemporary exterior building construction is expected to achieve at least 15 decibels of exterior-to-interior noise attenuation with windows opened, and as a result, exterior noise levels exceeding 60 CNEL often result in interior conditions that fail to meet the 45 CNEL requirements for residential space. As on-site buildings are not expected to be exposed to noise levels exceeding 60 CNEL in the future noise environment, interior noise levels are expected to comply with the 45 CNEL requirement with typical building construction, and no detailed interior noise analysis would be required for this development prior to issuance of building permits. The State of California Building Code also requires that, for multifamily residential developments, the proposed common wall assembly must meet a minimum Sound Transmission Class (STC) rating of 50. Prior to issuance of building permits, common walls separating units must either be evaluated by an acoustical consultant to determine that this requirement has been met, or laboratory-tested assemblies meeting these requirements must be chosen and indicated as such on project plans. 2.0 INTRODUCTION This acoustical analysis report is submitted to satisfy the acoustical requirements of the City of Carlsbad Noise Guidelines Manual. This analysis addresses noise impacts from nearby roadway traffic to determine project features necessary to achieve compliance with the required exterior noise limit of 60 CNEL or less at outdoor use areas and to determine the feasibility of achieving the interior noise limit of 45 CNEL or less in habitable spaces. All noise level or sound level values presented herein are expressed in terms of decibels, with A- weighting to approximate the hearing sensitivity of humans. Time-averaged noise levels are expressed by the symbol LEO, for a specified duration. The Community Noise Equivalent Level (CNEL) is a calculated 24-hour weighted average, where sound levels during evening hours of 7 p.m. to 10 p.m. have an added 5 dB weighting, and sound levels during nighttime hours of 10 p.m. to 7 a.m. have an added 10 dB weighting. This is similar to the Day-Night sound level, DNL, which is a 24-hour average with an added 10 dB weighting on the same nighttime hours but no added weighting on the evening hours. Sound levels expressed in CNEL are always based on A-weighted decibels. These metrics are used to express noise levels for both measurement and municipal regulations, for land use guidelines, and for enforcement of noise ordinances. Further explanation can be provided upon request. Eilar Associates, Inc. Job #B40911N1 October 15, 2014 Page 1 __ j 2.1 Project Location The project site is located at the corner of Altisma Way and Alicante Road in the City of Carlsbad, California. The Assessor's Parcel Number (APN) for the property is 215-240-36-00. The project location is shown on the Vicinity Map, Figure 1, following this report. An Assessor's Parcel Map, Satellite Aerial Photograph, and Topographic Map of this area are also provided as Figures 2 through 4, respectively. 2.2 Project Description The proposed project, the Altisma Way Condominiums, consists of the construction of a new 35- unit airspace condominium site on a currently undeveloped lot. The proposed project is anticipated to include public outdoor use areas and private balconies/patios for residents. The lot area is approximately 3.68 acres. For further details, please refer to the project plans, provided as Appendix A. 2.3 Applicable Noise Regulations This acoustical analysis report is submitted to satisfy the acoustical requirements of the City of Carlsbad Noise Guidelines Manual. The Noise Guidelines Manual states that exterior noise levels at outdoor use areas of residential property should not exceed 60 CNEL. In addition, the interior noise levels of the residential units must not exceed 45 CNEL, as per the Noise Guidelines Manual as well as the State of California Building Code. Pertinent sections of the City of Carlsbad Noise Guidelines Manual are provided as Appendix B. In addition, the State of California Building Code requires that multifamily housing developments provide appropriate acoustical separation between units. Common wall assemblies separating residential units must meet a minimum rating of STC 50 in order to be considered acceptable. Floor/ceiling assemblies separating units must meet the minimum STC 50 rating as well, and also must meet a minimum Impact Insulation Class (IIC) rating of 50. 3.0 ENVIRONMENTAL SETTING 3.1 Existing Noise Environment 3.1.1 Existing Traffic Noise Sources Exterior noise at the site will consist primarily of traffic noise from surrounding roadways. No other noise sources in the vicinity of the project site are considered to be significant. Current and future traffic volumes are given based on information from the San Diego Association of Governments (SanDAG) Series 12 Transportation Forecast Information Center (TFIC), located on the SanDAG website at http://gis.sandag.org/tficsr12/default.html. Alicante Road is a two-lane, two-way Collector running generally east-west along the south boundary of the project site. The posted speed limit is 40 mph. In the vicinity of the project site, Alicante Road currently carries a traffic volume of approximately 2,300 Average Daily Trips (ADT). Eilar Associates, Inc. Job #B40911N1 October 15, 2014 Page2 ' _o Alga Road is a four-lane, two-way Major Arterial running east-west to the north of the project site. The posted speed limit is 50 mph. According to SanDAG, the current traffic volume is estimated to be approximately 16,000 ADT. El Camino Real is a five-lane, two-way Prime Arterial running north-south to the west of the project site. The posted speed limit is 55 mph. According to SanDAG, the current traffic volume is estimated to be approximately 45,100 ADT. La Costa Avenue is a four-lane, two-way Collector running east-west to the south of the project site. The posted speed limit is 45 mph. According to SanDAG, the current traffic volume is estimated to be approximately 17,800 ADT. No current or future truck percentages were available for any of the roadways in the vicinity of the project site. Based on neighboring and surrounding land use, roadway classification, professional experience and on-site observations, a truck percentage mix of 0.5% medium and 0.5% heavy trucks was used for Alicante Road, a mix of 2.0% medium trucks and 1.0% heavy trucks was used for Alga Road and La Costa Avenue, and a mix of 3.0% medium trucks and 2.0% heavy trucks was used for El Camino Real. Current and future (See Section 3.2) traffic volumes and vehicle mixes for roadway sections near the project site are shown in Table 1. For more information, please refer to Appendix C: Traffic Noise Model (TNM) Data and Results. Alicante Road 40 0.5 0.5 2,300 2,800 Alga Road 50 2.0 1.0 16,000 18,500 El Camino Real 55 3.0 2.0 45,100 56,700 La Costa Avenue 45 2.0 1.0 17,800 21,400 Current traffic noise contours were calculated at ground level, without existing or proposed project structures and without considering topography, and showed that traffic noise impacts to the entire project site are between 55 and 59 CNEL, with the 60 CNEL contour at the location of the sidewalk. Contours run generally parallel to Alicante Road. Additional information is provided in Appendix C: Traffic Noise Model (TNM) Data and Results. For a graphical representation of these contours, please refer to Figure 5: Site Plan Showing Current Traffic CNEL Contours and Noise Measurement Location. 3.1.2 Measured Noise Level An on-site inspection and traffic noise measurement were made on the afternoon of Tuesday, September 30, 2014. The weather conditions were as follows: clear skies, low humidity, temperatures in the low 90's with winds at 3-5 mph. A "one-hour" equivalent measurement was made near the southeastern corner of the project site, approximately 40 feet from the Alicante Road centerline. The microphone position was placed approximately five feet above the site grade. Eilar Associates, Inc. Job #B40911N1 October 15, 2014 Page 3 ' ___ j Traffic volumes for Alicante Road and Altiva Place were recorded for automobiles, medium-size trucks, and large trucks during the measurement period. After a continuous 15-minute sound level measurement, there was no change in the LEa and results were then recorded. The measured noise level and related weather conditions are found in Table 2. Additional information can be found in Appendix C: Traffic Noise Model (TNM) Data and Results. The noise measurement location is shown in Figures 5 and 6. 12:05 p.m.-12:20 p.m. Clear skies, winds at 3-5 mph, temperature in the low 90's with low humidity 61.3 dBA LEO Measured noise levels on site can be attributed to traffic on Alicante Road, some light traffic noise in the distance, and a lawn mower operating constantly on a nearby property. 3.1.3 Calculated Noise Level Noise levels were calculated for the site using the methodology described in Section 4.1 for the location, conditions, and traffic volumes counted during the noise measurements. The calculated noise levels (LEO) were compared with the measured on-site noise level to determine if adjustments or corrections (calibration) should be applied to the traffic noise prediction model. Adjustments are intended to account for site-specific differences, such as reflection and absorption, which may be greater or lesser than accounted for in the model. The measured noise level of 61.3 dBA LEQ at 40 feet from the centerline of Alicante Road was compared to the calculated (modeled) noise level of 59.7 dBA LEO for the same conditions and traffic flow. Although the measured and the calculated noise levels differ by 1.6 dB, this is a marginal difference which can be attributed to the operation of the lawn mower during the noise measurement on site. For these reasons, no adjustment was deemed necessary to model current and future noise levels for the property. Please refer to Table 3 for further information. Please refer to Appendix C: Traffic Noise Model (TNM) Data and Results for more information. 40 feet from Alicante Rd Centerline 59.7 dBA LEO 61.3 dBA LEO 1.6 dB None Applied Eilar Associates, Inc. Job #B40911N1 October 15, 2014 Page4 3.2 Future Noise Environment The future on-site noise environment will be the result of the same noise sources. The future (year 2035) traffic volumes for surrounding roadways were provided by SanDAG. By the year 2035, the traffic volume of Alicante Road is expected to increase to 2,800 ADT. The traffic volume of Alga Road is expected to increase to 18,500 ADT by the year 2035. The traffic volume of El Camino Real is expected to increase to 56,700 ADT by the year 2035. The traffic volume of La Costa Avenue is expected to increase to 21,400 ADT by the year 2035. The same truck percentages from the current environment were used for future traffic volume modeling. For further roadway details and projected future ADT traffic volumes, please refer to Appendix C: Traffic Noise Model (TNM) Data and Results. Future traffic noise contours were calculated at ground level, without existing or proposed project structures and without considering topography, and showed that traffic noise impacts to the entire project site will increase to be between 56 and 60 CNEL. Contours will remain generally parallel to Alicante Road and will shift north with the increased traffic noise levels. Additional information is provided in Appendix C: Traffic Noise Model (TNM) Data and Results. For a graphical representation of these contours, please refer to Figure 6: Site Plan Showing Future Traffic CNEL Contours and Noise Measurement Location. 4.0 METHODOLOGY AND EQUIPMENT 4.1 Methodology 4.1.1 Field Measurement Typically, a "one-hour" equivalent sound level measurement (LEo, A-Weighted) is recorded for at least one noise-sensitive location on the site. During the on-site noise measurement, start and end times are recorded, vehicle counts are made for cars, medium trucks (double-tires/two axles), and heavy trucks (three or more axles) for the corresponding road segment(s). Supplemental sound measurements of one hour or less in duration are often made to further describe the noise environment of the site. For measurements of less than one hour in duration, the measurement time is long enough for a representative traffic volume to occur and the noise level (LEo) to stabilize. The vehicle counts are then converted to one-hour equivalent volumes by using the appropriate multiplier. Other field data gathered includes measuring or estimating distances, angles-of-view, slopes, elevations, roadway grades, and vehicle speeds. This data is checked against the available maps and records. 4.1.2 Roadway Noise Calculation The Traffic Noise Model, Version 2.5 program released by the U.S. Department of Transportation is used to calculate the current and future daytime average hourly noise level (HNL) contours at the project site, taking into account surrounding buildings, elevation, and additional topography. The daytime average hourly traffic volume is calculated as 0.058 times the ADT, based on the studies made by Wyle Laboratories (see reference). The HNL is equivalent to the hourly LEo, and both are converted to the CNEL by adding 2.0 decibels, as shown in the Wyle Study. Future CNEL is calculated for desired receptor locations using future road alignment, elevations, lane Eilar Associates, Inc. Job #B40911N1 October 15, 2014 PageS __ ] configurations, projected traffic volumes, estimated truck mixes, and vehicle speeds. Noise attenuation methods may be analyzed, tested, and planned with TNM, as required. In order to determine the traffic volumes of other roadways during the traffic noise measurement made on site for model calibration, the approximate percentage of the Average Daily Trips (ADT) value for the time period in which the measurement is made is incorporated into the traffic model. These percentages have been established in a study performed by Katz-Okitsu and Associates, Traffic Engineers (see reference). For purposes of calibrating the TNM, 6.9% of the ADT values for the current environment were used in calculations (for roadways that were not manually counted) to account for traffic between the hours of 12 p.m. and 1 p.m. in the vicinity of the project site. Further explanation can be supplied on request. 4.2 Measurement Equipment Some or all of the following equipment was used at the site to measure existing noise levels: Larson Davis Model 720 Integrating Sound Level Meter, Serial# 0311 Larson Davis Model CA 150 Calibrator, Serial # 2056 Distance measurement wheel, digital camera, tripods, and windscreen The sound level meter was field-calibrated immediately prior to the noise measurement and checked afterward, to ensure accuracy. All sound level measurements conducted and presented in this report, in accordance with the regulations, were made with a sound level meter that conforms to the American National Standards Institute specifications for sound level meters ANSI S1.4-1983 (R2001 ). All instruments are maintained with National Bureau of Standards traceable calibration, per the manufacturers' standards. 5.0 IMPACTS AND MITIGATION 5.1 Exterior Future noise levels for the project site have been calculated to determine whether potential outdoor use areas on the project site would be exposed to noise levels of 60 CNEL or less, per City of Carlsbad regulations. In the development of future traffic noise contours on the site, future traffic noise levels were calculated without considering the topography of the site or surrounding area and without considering potential noise shielding that would be provided by other surrounding structures. This evaluation is therefore considered to be a conservative estimate of noise levels on the site. Future traffic noise contours (provided as Figure 6) show that, in the future noise environment, the 60 CNEL traffic noise contour is expected to be located to the south of the southernmost building proposed on site, meaning that the maximum noise impact at this facade would not exceed 60 CNEL. Balconies on the south facade of this building are assumed to be the worst-case outdoor use area location, as the next closest potential outdoor use area is located directly to the west of this proposed building. No outdoor use areas are expected to be located immediately adjacent to the roadway. As the maximum noise impact at balconies on the southernmost building would be approximately 60 CNEL or less in the future noise environment, and as all other potential outdoor use areas on site would be located at a further distance from Alicante Road, the primary source of noise, all outdoor use areas on site are expected to have noise levels of 60 CNEL or less in the Eilar Associates, Inc. Job #840911 N1 October 15, 2014 PageS __ j future noise environment, complying with City of Carlsbad noise regulations. For this reason, no mitigation is deemed necessary for attenuating noise from exterior sources. 5.2 Interior 5.2.1 Transportation Noise Sources The State of California and the City of Carlsbad require an acoustical analysis for any noise sensitive land use proposed in an area that has or will have exterior noise levels in excess of 60 CNEL for residential properties. Contemporary exterior building construction is expected to achieve at least 15 decibels of exterior-to-interior noise attenuation with windows opened. As a result, exterior noise levels of more than 60 CNEL often result in interior conditions that fail to meet the 45 CNEL requirements for residential space. As shown in Figure 6, the maximum future traffic noise impact anticipated at project building facades is approximately 60 CNEL. As no building facade noise impacts will exceed 60 CNEL, all units on site are expected to comply with City of Carlsbad interior noise regulations of 45 CNEL or less with typical building construction, and therefore, no detailed interior noise analysis would be required for this project prior to the issuance of building permits. 5.2.2 Unit-to-Unit Noise Transmission Another source of noise that may affect residential units in multi-family buildings is unit-to-unit noise transmission. The California State Building Code requires that the Sound Transmission Class (STC) rating of common wall assemblies separating residential units have a minimum laboratory rating of STC 50. The same STC requirement applies for floor/ceiling assemblies, and an added requirement dictates that the Impact Insulation Class (IIC) rating of the floor/ceiling assembly is a minimum laboratory rating of IIC 50. In field tests, ratings of NIC 45 and ISR 45 are considered acceptable, as a loss of five points is typically assumed in installation. The proposed project does not include stacked residential units, as multi-story units will simply be located side-by-side. For this reason, there would be no acoustical requirements for floor/ceiling assemblies at the project site. Common wall assemblies separating units must meet the minimum STC 50 rating in order to comply with State of California requirements. Prior to the issuance of building permits, common wall assemblies separating units should be either evaluated by an acoustical consultant to confirm that these ratings have been met, or laboratory-tested assemblies meeting these requirements must be chosen and indicated as such on project plans. Eilar Associates, Inc. Job #840911 N1 October 15, 2014 Page7 6.0 CONCLUSION The City of Carlsbad requires that outdoor useable areas of residential sites are protected from noise levels exceeding 60 CNEL. Future traffic noise levels were calculated for the project site and were shown to be 60 CNEL or less at all potential outdoor useable spaces, meeting City of Carlsbad noise requirements. For this reason, no mitigation is deemed necessary for attenuating exterior noise impacts. The City of Carlsbad and the State of California require interior noise levels not exceeding 45 CNEL in residential habitable space. As on-site buildings are not expected to be exposed to noise levels exceeding 60 CNEL in the future noise environment, interior noise levels are expected to comply with the 45 CNEL requirement with typical building construction, and no detailed interior noise analysis would be required for this development prior to issuance of building permits. The State of California Building Code also requires that, for multifamily residential developments, the proposed common wall assembly must meet a minimum Sound Transmission Class (STC) rating of 50. Prior to issuance of building permits, common wall assemblies must be evaluated by an acoustical consultant to determine that these requirements have been met, or laboratory-tested assemblies meeting these requirements must be chosen and indicated as such on project plans. 7.0 CERTIFICATION All recommendations for noise control are based on the best information available at the time our consulting services are provided. However, as there are many factors involved in sound transmission, and Eilar Associates has no control over the construction, workmanship or materials, Eilar Associates is specifically not liable for final results of any recommendations or implementation of the recommendations. The findings and recommendations of this acoustical analysis report are based on the information available and are a true and factual analysis of the potential acoustical issues associated with the Altisma Way Condominiums, to be located at the corner of Altisma Way and Alicante Road in the City of Carlsbad, California. This report was prepared by Amy Hool and Jonathan Brothers. Eilar Associates, Inc. Job #840911 N1 October 15, 2014 PageS __ } 1. 2. 3. 4. 5. 6. 7. 8. 9. 8.0 REFERENCES California Building Code, Based on International Building Code, Chapter 12, Section 1207 - Sound Transmission Control. California Mechanical Code, Based on the Uniform Mechanical Code, Chapter 4-Ventilation Air Supply. Federal Highway Administration, Traffic Noise Model Version 2.5. City of Carlsbad Noise Guidelines Manual. Harris, Cyril M., Handbook of Acoustical Measurements and Noise Control, 3rd Edition, Acoustical Society of America, 1998. Heeden, Robert A., Compendium of Materials for Noise Control, U.S. Department of Health, Education and Welfare, National Institute for Occupational Safety and Health, November 1978. Irvine, Leland K., Richards, Roy L., Acoustics and Noise Control Handbook for Architects and Builders, Kreiger Publishing Company, 1998. NBS Building Sciences Series 77, Acoustical and Thermal Performance on Exterior Residential Walls, U.S. Department of Commerce/National Bureau of Standards, November 1976. Western Electro-Acoustic Laboratory, Inc., 1711 Sixteenth Street, Santa Monica, California 90404, 213-80-9268, Sound Transmission Loss Vs. Glazing Type, Window Size and Air Filtration, January 1985. The research described in this report was prepared for the California Association of Window Manufacturers, 823 North Harbor Boulevard, Suite E, Fullerton, California 92632, 714-525-7088. 10. Wyle Laboratories, Development of Ground Transportation System Contours for the San Diego Region, December 1973. 11. Traffic Distribution Study, by Katz-Okitsu and Associates Traffic Engineers, 1986. Eilar Associates, Inc. Job #B40911N1 October 15, 2014 Page 9 FIGURES i Q iii "' f. G) 't' I; .?. ~ ;;e l .... t' 1-·i, '4 t.r A v.,a('a. '?'+-""~ b .s J 'S .... tJ ,~-· 'birO<} 1< 1 ("nm;nnllim Rd if g'\ bt~u•los or (\'/C ~ ~~ \ mapque.sf, o 'f! Eilar Associates, Inc. 210 South Juniper Street, Suite 100 Escondido, California 92025 760-738-5570 ~ ~lft~ Plaza P~r.~eo Roo/ Vk.s!S':J.f.P..va Aviara Pkwy Ci ~ Alga Rd ~~'b ·,\ .:n c.,,"'vs Ct <S !i I ; :! a f>l&lal~(f ~ a? t ~ ~ t · -~10 ;;. c " -' 2 ·~ "' --~ .f ~~0' \ G:Jiena,q~..,. -· ;- b' -~ .:I <f ~0 t>-'lf> ·~-J i.!P tiJiJ, J -.e 1: • ,.._..ra~~ R_;-P f.te.,a f P,lfl:ooC·~· Project .Location o -vr.s.7ll ;;-~ "t. !" ~ "PifWav --~ ;; \-~.~"i'a , --. . ,. - q q, \ t ' ~ g ';2 ~ ' I ~".~.?c lu·'r.rq, ' ~ ~ ~ s Q ., !/) ~~ ,. <i <!;. ~ ~/ I• ~ "' 8 f> ~/00'39 ;:;, ~ f;' ~ . <?" I ..J ~ I {ij ~'a~'"' ~~'~<! M·~,.~ -1 1-,6 ~ra...,.11' ·=~ .... t ~ cP~tfl t.!\ () ~ 't, t ~COSta A"& -~,tflep.,~ ~C'~ ~~~~(} . ## '2ft 14''" y$:' levi!MIS J.,~TIY PW~-t"'il.~. Vicinity Map Job# B40911N1 'l::v:onaD< Q~+-.-,,"' ~ ~ ';: 9 ~9-rf q'li-'b~ D u \ n Q{4 t.la~~st • P~ions ®20'8 ToMTOI?I Figure 1 ----- San Diego County Assessor's Parcel Number 215-240-36-00 " '\ \_ ) .,. ~~ '"'.: .. , . ~ ~X~----________/ ~.L. -~~~--\ I Eilar Associates, Inc. 210 South Juniper Street, Suite 100 Escondido, California 92025 760-738-5570 ) / ------ \ \ I I r SANDAG Regional ~nfo~~tion Services-GIS, San~IS , DFlRM I :;; t-l;t Assessor's Parcel Map Job# 840911 N1 Figure 2 - ~, Eilar Associates, Inc. 210 South Juniper Street, Suite 100 Escondido, California 92025 760-738-5570 Satellite Aerial Photograph Job# 840911 N1 Figure 3 Eilar Associates, Inc. 210 South Juniper Street, Suite 100 Escondido, California 92025 760-738-5570 Topographic Map Job# 840911 N1 Figure 4 I I I • I I I I I I I I I ,f \ -" I J I · I I r.b~ I~ . 1''---._ - . "' lilA. .. ~[':f{ ~~~9i&!t ·S'I,tfj / , LW;; R)l ,,~-· A./ ,. 1._ .., · .... "'. '"'=·--.........._~_,t, ~.A .• ' ."• • • )! JIJ\1-.: _ _1~ I "'-_· _.. -' \ f \ \ ~ "(\ l: a ~ ~ \ \ I \ '.~ \ Eilar Associates, Inc. 210 South Juniper Street, Suite 100 Escondido, California 92025 760-738-5570 Site Plan Showing Current Traffic CNEL Contours and Noise Measurement Location Job# B40911N1 I 1' ~ -57 CNEL Contour Figure 5 I a I I I I I \ i \ ~ ! ~ ~ ~ '\ \ I '\ \ \\ · .! Noise Measurement Location Eilar Associates, Inc. 210 South Juniper Street, Suite 100 Escondido, California 92025 760-738-5570 Site Plan Showing Future Traffic CNEL Contours and Noise Measurement Location Job# B40911N1 -56 CNEL Contour -57 CNEL Contour Figure 6 APPENDIX A Project Plans -------------------- z <( _J Q_<( UJ-\-Z -oc \!)() _JlL <(-J_j \--<( Q_\) UJ .. UD Z<( Ocn U\fl I_J <(li 2<( \!)\) \- _j <( APPENDIX 8 Pertinent Sections of the City of Carlsbad Noise Guidelines Manual _ _j J __ j CITY OF CARlSBAD Noise Guidelines Manual SUMMARY The following is a summary of the most frequently requested City noise policies. Information contained in this summary is described in more detail in the body of the Noise Guidelines Manual. Residential Exterior Noise Standard It is the policy of the City that 60 decibel dB(A) CNEL is the exterior noise level to which residential units must be mitigated, except that for areas impacted by McClellan Palomar Airport shall be mitigated to 65 decibel dB(A) CNEL Residential Interior Noise Standard Interior noise levels for all residential units shall be mitigated to 45 dB(A) CNEL when openings to the exterior of the residence are closed. If openings are required to be closed to meet the interior noise standard then mechanical ventilation shall be provided. Threshold for Requiring Noise Reports on Residential Protect A noise report shall be required for all residential projects within the following noise referral zones (refer to the Carlsbad Future 201 0 Noise Contour Map Figure-i or see the 1 000' scale map 1 provided at the back of this document): a. Residential projects requiring a discretionary permit containing five or more dwelling units or any multiple family dwelling units located within or 500-feet beyond the 60 dB(A) CNEL noise contour line of the Noise Contour Map approved as part of the Carlsbad General Plan. b. Within the McClellan-Palomar Airport 60 dB(A) CNEL Noise contour line as shown on the 1995 Noise Contour Map of the McClellan-Palomar Airport Comprehensive Land Use Plan (CLUP) see Figure-ii. 11000' scale map will be included in final document only. Summary i APPENDIX C Traffic Noise Model (TNM) Data and Results INPUT: ROADWAYS i jEilar Associates, Inc. iAH I ~NPUT: ROADWAYS PROJECT/CONTRACT: RUN: ----------------!Roadway-------------- IN arne· - I [A~an~cc-=-- ~----- ! ,--------- ! L_ __ _ -------------------------- B40911N1 Altisma Condos Calibration :Points 6 October 2014 TNM 2.5 B40911N1 Altisma Condos ------ Average pavement type shall be used unless a State highway agency substantiates the use of a different type with the approval of FHWA ------------------------.-----------------------, ]Width /,Name ) NO:--,~oonll"""s ~~ave men!)_~ ~~:;;;;%{"j:~eed 1:::,.;;;~~ ~~7e"t ~On ---J ___ : ---~----I _____ ' ____ !Device !""""''"'"' -1~:~== -Type -rtructe_ _]_ft ____ U _____ l_tt =l!c .-c ... __ -c _ _jft_ --. _____ ___li11_P_Il__ --~-_) _________ l -~2·o!'i~i~ ; -----~1::;~ ::~~ -~-~~ _:____:-=:--------r-=-~:~~: I ---_ ------+----+~ s-----! --H-~::~ 1 --~ :~:~:~~-~-= ~~%---i -=---1-~---: ~~:~:ci:~t==~~~ ; pointS . 5! 1,652.6 785.11 0.00! Average ' ----------4 ' -... -----,-----~------, ---------·. ----------- point6 • 6• 1,434.1 526.0: 0.001 ·nt7 ' __ !· -~~---458.51 · ~---::-33.0 o.ooi ~ 8 35~~~~ _____ ::_48._:3 _ _ _ __ _j ____ 1 Average_~--- ------163.8: -33.0 ' 1 Averag_e ------------~-21:5-; --12.7 ---iAven:~ge-r , I ~; ---::~~JC~--1~!:~ ---==l-~~:~~:-1-~~--=i -----I-== point13 _ __1_3 _ -1 .92oj---2~7_.~1 -------~=-__ Aver~~J--_ -----~---I point15 -1s! -1,126.9 ----871.5!-Avera-ge ----- 1 1 point14 141 -1,137.1 607.3j AverageL' ---------------;-----TPoint-16--16j =1-,076.1 1,15-6.1; o.oo; -----Average--- --------------Lpoin~~7-----1.!_j___ -{6~}_ --1.~3~~· ___ -_o.o~~--== ~----=--[~v~aQe ---_ ___ , _..~~~=------;,~~t!, 2,395.9 ~~~~ ~ ---~::::~t==l ------------!_ ~~[~~~ 24 -~:F;1i,_ ~·~~-+-----~-~~ -~ g~ t--~~ ~ _L__ __ 2,_8~5~---0.~~·---_ _j__ ______ _ Average __ __j C:\TNM25\B40911 N1 1 6 October 2014 i i_ INPUT: ROADWAYS B40911N1 Altisma Condos --------, --------- :!-72E3Af--3,oi8~3 _-_Q._o~_ __1__ _ ___ 1 _ -3,255.7 3,078.3 0.00! 1 'Average - -~~-~---~-----~~~ ~ ---l ----1---~- 30; -3,255.7 __ 3,078~3__ 0:99 ---~ ~--_AvE 2,304.51 O.oor--Average 1,938 7 -~o.oo!----------, ---I Average ----=--~--~922.41 ~---O.oo! -~--i_---=----=---i ----Avera-g~- ---_j:~~-~~~ I --L~----: ~~;~:~~- :;:~:;~ ----ia--_l ----==--~-_ _t::::: T -5,542.4 -2,576 2 0.00 I 1 Average I L-3~C -4,964.-3 -2,846.9 ~~ow---:---------~Average ~ ~---~--1~-~--~~-:~-~-~:~ --~-~-:~-:-~~~--~:~~~ -~ I~ -~ ---t~:-:-~:-~: ~---~-~ 43~~;_ :~:~~;:1 --~~1--: ~-----=, ;:::~: ~--~ -~688.6 -2, 159._11_ ~-0~0~ _ ~ 1 Average 1_ __ -2,535.0 -2,049~3 0.00' 1 Average I ----~----'-----------_ _J____ -----c----- -2,198.4 -1,968.8 0.001 , !Average 1 --~----fpo-in-t4-8-~~--~48f---1 ,649.6 -2,093 2 0.001 ---~--~----j Average ---, ~~ J~i-~~ L i~t-~if= -~~ ~~];--lli§i~ c --, ____ j _______ _ tJVIIIL"'TV point44 -i1------point45 point46 -+-'--point47 :~---------~-[ ___ :p_oint54 ~-54 1,811.6_ -3,095.7 ~ 0.001 _ -J~----:Av_e!~~ 1 ~~v~-----------=-----j-J ~:~~h_ 55 !!~~~ ~~i j~ij _-~-------t::;~~ - -~--_ =f~~~~~--~-:~~~ __ ;a-J:;[ ! ------~-=-Average-t ----- C:\TNM25\B40911 N1 2 6 October 2014 i INPUT: JR~fFIC FOR LAeg1h Volum~L __ ,---840911N1 Altisma Condos ---- ! Eilar Associates, Inc. AH 6 October 2014 TNM 2.5 'INPUT: TRAFFIC FOR LAeq1h Volumes PROJECT/CONTRACT: 840911N1 Altisma Condos jRUN: __ F==---·- iRoadway [--- - I Name I I !-Alic~mte Calibration -------------------------------------------------]11-_ ------------------!Points -----rName--To. Segment 1 Autos MTrucks HTrucks Buses Motorcycles 1 1 _jve-t1thr -f!pil ~~ei1Jhr i~ph -~~et1/11r--1!ph-!~eti/l,r l!ph ___ l~el'l/l'lr-1~1'11 1 I I I ' ' ---------------------------_,--· --------------------___ , __ j __ ---__ , ____ _ point1 --1-1 --12oi ___ 40i ___ o' -o[ ()1 ---6;-o,---Cli-c)i ____ o 1 Q, 0 0 0 01 0 , , - -ot 01 ----~o'~--=-o,-----.~o; _ ~~ -~1 ~--~-~~~~--~r--~~ l_~==~----------=-1!1~[1_ ~~~t~!~---c~ ~~-~~~-~ -~JJn~1 ~--_____ poinHl _____ I 9 i __ 1_2~J 40 I 0 J --~-_ 0 ~ j 01 _ _ 0_: _____ ~~ _ --~~ ~ i point10 10 120j 401 o1 0 0 0 01 Oj 0) 0 1 --~ ~=:--~~ 1 ~~i1 --:~~-_:!_ ---~~~-~l--~:-~: i ~~~ -= ~~-~-t--~ ~-------------I --I--. --~--------------*=-____gj= -- [_ -____ ______ ---j~ ~::~}~: ___ J __ ~i=J~~-:_ :~~ o ol o. o o -6j o1 o -120 40 ------------f-----120 40 Oi -----------1 I ' 1-'v"'"" ; 19! 1()lV ___ SQ~--221 _;_ ---------;-----~-------,--------, ----I -------f--, ------~-------~1¥~_-:u~!~l--~~[j~ ~~ ~I J~: i~~~---~r~:-~1-~· ------------ 0 C:\TNM25\840911 N1 1 6 October 2014 ~NPUJ' TR)IFFLc__"_O~LAe-9_!1!_1_h--V-~Iu~~ ~ii~==_: i )~~ ~t = ~~~-~~o:~r~~ro~~r= r=~]~ i _________ Jt I =-_t. .... _jb bl___ _______()_+ ________ _ ~:~: -j ~:1 291 -11poir1t~ ~--30-i -29561 . 551 93 1 ----t5---62i---ssr-o~o! ----or---6 ---~~~~-:~:~~ --__ , ~r-r:!~~~~~ -:~~ ~~= =~~~ ~~; -=--~~=~~t=~ ----------t.:~f ...L.¥. -~:~:1 ~:! ~I ~~--=~-~(=--~~: t-=-~~ 1 _ ___ _______ --~----=--jjioJnt~ -1-3s _2_956_ -5~: __ 9~-551 62 1 .~ ~----~-ol _· ol· _l_-o r~o;.~~~~--=~~>~El~t :_if:; i= ii!-!i; -_ ii[ ~ _; ~~ -t-1 I ·-· ---- [-- i 1-------~--- 1- 1 I Altiva f------ ~-- 1. __ -_----__ ll~~Tn::~.:1-;;~;r =~:~~~_j~J::-=-~~-~ _;;~~-~:o -----------~~~~::; --i :;t ~~:~1 ::~---~:-:~1---~~t--:~!-----~---6~-1.-------------~-~ ------------------- ------------l+-1 ~~~~:;--: :! ~~:~: ::i ~:! ---1~-=~-+~:~ ::,--~~-~~---~t-~ ;~~= t ::, __ ·~'"'(_-45r 2t ·~-='4_-__ 45_r-=--~--o_t oj __ : ~--:-o: ...l;s:1~-------~:~----~:! -}~ =t-~f=-----~t _:__ ~r---------*---~~ ~=--~~~-----~i --l~--po~~59 ---_j_~_ 591--__ 16: ___ 3o[-____ g~~()[~~=o-j-o, -nuoi _____ o!------=~[=--=~ C:\TNM25\B40911 N1 2 6 October 2014 L_ L 1 1NPIJT' TRAFFIC:F_OR L!'eq1i>jlolum~s_l'POTni60 1 601 _16 Soi-a~:--~40911N~T~Itis~Tco_n_cl%s_ __0f_ __0, __ 0 f-------~rpoi~~-_I 61 ___ t~-~j_~--[ ~-----I_=-_]=------=l ___ -~-=r~----1 C:\TNM25\840911 N1 3 6 October 2014 INPUT: RECEIVERS --------------------- Eilar Associates, Inc. AH INPUT: RECEIVERS PROJECT/CONTRACT: RUN: Receiver Name Calibration C:\TNM25\840911 N1 840911 N1 Altisma Condos Calibration 6 October 2014 TNM 2.5 B40911N1 Altisma Condos No. I#DUs Coordinates (ground) -[Heig~ Input Sound Levels and Criteria ~ Y :z-·----~.above. .Exis. ting .Imp. act.Criteria NR :Ground LAeq1h ILAeq1h jSub'l [Goal ~---==-:: ftu [tt _. -=-~~----~=d_BA-=~A ... --J~§ __ -~~dB ___ -~~ I -__1j ___ 370.01 -15.0[ -----=-o~ooc--~ooT_ ___ o.oo ·_····· 66_L=-_ -~EJf=-=--B.oc!l 1 6 October 2014 RESULTS: SOUND LEVELS -------------------- Eilar Associates, Inc. AH !RESULTS: SOUND LEVELS :PROJECT/CONTRACT: 1RUN: I BARRIER DESIGN: lA T"~-~~j:)H_ERICS: =.-_-__ -. ______ -- iReceiver B40911N1 Altisma Condos Calibration INPUT HEIGHTS B40911N1 Altisma Condos ------ 6 October 2014 TNM 2.5 Calculated with TNM 2.5 Average pavement type shall be used unless a State highway agency substantiates the use 68 deg F, 50% RH . ----. _ of.a different type with approval of FHW·A·· . -.-.-·.--~ ------------"---------------------------------------------------·-------------------1 !No. ]#DusrExiSung I No Barrier_____ -----·-------··· --~-----V1Jith_l:3a~ri_er_ --------=~~=~~ j LAeq1 h _':A~_9_!11__ _ Increase over existing _[TYPe I Calculated _t-Jo!se Redi.J_Ction__ _ _____ _ :-Name I I !Calculated ]crit~Calculated 'crit'n !Impact 1LAeq1h !Calculated rGoal [calculated I i I I !Sub'llnc 1 j 1 ]minus : I , ! 'Goal 1 -----------+---n I ~~~ =~-~--~k= -ldB =--_I==-~dB~--=--cTB ---~dB-~--_§ -I ---L_=3r __ -1ca~: ----s9-?l ---66r_===-~~.71 ~--10r-_ -=--~-~ ~j9-"~l _ --=--__:-~~oi_=-s[ __ =--:.ajl --l#ous Noise Reduction --·--- 1 -----···---------·-·------··-----------. I . / Min I Avg I Max~--··-.. ----: dB I dB ! dB- ----__l_'-"-'_ __ . ____ t___::=. __ . __ _ u i --1--, 0.0[ . 0.0 . ---0.0 All Impacted --,----o" o.o~---o.o --------o.o 1 All t~at me:_t_~~ Goal~-----u ---=:-r-~l --o:or u _ oOI _ 06 u ______ _ ____ ••• -----·-_ .1 Dwelling Units C:\TNM25\B40911 N1 1 6 October 2014 INPIJ"[:!RAffl~ FOR LAeq1h Volumes ,--- ; Eilar Associates, Inc. IAH I INPUT: TRAFFIC FOR LAeq1h Volumes 6 October 2014 TNM 2.5 840911 N1 Altisma Condos I PROJECT/CONTRACT: B40911N1 Altisma Condos RUN: Current Contours L_------------------------------------------------------~--~ ·-------------------------~~-----·----------------- • ~_oad_!faY_ __ _ Name Alicante 'No. Segment I • I Autos _ _ MTruc-ks _ HTr--u·--c-ks Buses_ Mo--torcycles 1~ Is _k_ [s v is iv Is __ [v [!___ ~--~=~'hr i mph m lv:tl!l1r En ph _ j~~tl1r-6h ~~-t1!_~]mphJve~l1~l~~-~j ~i~~ --~ ~~ ~~~~ :~:-r:ru-f~:!~~~F -%r~f~~ ---"~ L+ :l:~rt--'1-~~~~--_:J~~~j -~~m~H~~ ~-1 6 1 6 , 132 4o: 1 -+--- . -T--132_ 4o]---1 ~~--------------------- C:\TNM25\B40911 N1\current contour 1 6 October 21 If'! PUT: TRAFF!C FOR LAeq_1_h_Volumes 840911 N1 Altisma Condos __ _ _ I ------------=---r~::~~~:--I ~:!-----:~ --:~~ ---~:~~ :J--_--~-~ :~j -~-~r---~1 --~~-~ , ---~~-~~:~~~ -+-~~ :~~~-~~~ 3 -~ ::I ~ ~~~--=-%_ ~ ~ . ~· 1 ooint28 ------------ El Camino Real ------------ ::~~ _ T-~~L_ ~::~r _ :~ ;~~-551-u -s2t 551 no~--ol ·---6~ 0 __ 3poiiit34-_,. ~24!!5L ssL 781 5~5~r~--~51--__ o~: __ -~+-----Ol_ _()_, I I point35 ! 35 24851 551 78! 55 52 55: 01 oi Ol Oj r-------------point36 • --36[ 2485 -~----781 _5_5f ---5-2i-5SI ___ o:l-------o~• --o:--;o -------------------_____ _j ---I----'.-------P--+ -~--------+--+-------u I -----------.:---1 point37 · 37: I ! ~ l :L· ~OS~----~-~~r:i:!r 1-= if :~w~-~r -~t ~;1 =~~ ~ =r -f =~t ~~ ------------------------------------11point4T--~. -~-1oo1l -45 1 21 4!1--u-1if-451---61-ol ___ o _oj __ _:_=f~~~=-r!;' ·~~~~~ .. -~~ ;~~~:___-=-~.~~·~= -~. -=~~-:-=:---~ :i. , Point44 44 --,oot -J-,, -45t -m 4J--o~~~-··o-61 ---~4~~;t -Ji:~~~=--~~~~:~ -~f_:r-t~~'-=t -~I I point48 481 1001 45 21 45 101 45 o o o' o ---------_________ _____._,___ _ ____ , __ - 521 1001 45 , point56 56 : 1 ' 1 , ---------------1{~:~~;-r~-:;~ --~~ ~~----~~-~~ ~----~ ---~~~ -~--~t----~r~~~--~~ -----~~-----u-------uli point59 ---~-5_9: -1~1 3of---=-~-n--*-----0 _-__ 0~-=-or~-~-or--oi---01 C:\TNM25\B40911 N1\current contour 2 6 October 21 INPUT: TRAFFIC FOR LAeg1h Volumes t~.···.-.. -- -~-_--~=--==~-~~-.. I I ---__ L __ B40911N1 Altisma Condos ~~ ----~E-~301d -=-~F~--~r----~-0 ~~E~ --0[_-~-o-: _ ~~-~~j C:\TNM25\840911 N1\current contour 3 6 October 21 INPUT: RECEIVERS ~-- Eilar Associates, Inc. IAH 'INPUT: RECEIVERS PROJECT/CONTRACT: RUN: Receiver Name ---- : Calibration 1 840911 N1 Altisma Condos Current Contours ---------------------- 6 October 2014 TNM 2.5 840911N1 Altisma Condos --------- jNo. --!#DUs-Coordinates (ground) -[-Height --Input Sound Levels and Criteria IX [v rz------[above !Existing Impact Criteria NR 1 ft I · !Ground :LAeq1h :LAeq1h 'sub'l [Goal I I I _j I I ___ ----ift -~-~ft-~---~!fi --~-dB_A _j~_~A-=-=-~dB~~~-- ------,--J[ 5.~1 -~ o.o_ol ~~_66 ___ _J Active [in 'calc. i ~--~----_-t--t--*---~~::~1 --~:~~---~:~~~ -:~~~ -~~~~~ ---::- --1-={]---~--~8.o ~--=a·o~oO~_ Sooj-. ~~~~--~ _100 . 80~ .• _ _ ________ ----, _ 6 1 __ 1_ 25[.o-o.o o.ol __ 5.oo _ __!!:00, __ ~6-____ 1o.o ___ 8.0J_t_Y_)"'_ ~ i 5 7 1 308.0 0.0 0.00 5.00' 0.001 66, 10.0 8.0 y 17= ___ -----~~ 1of 1~-:_ 108o,-=.5()J)_, -· Ooo _ 5.oaL o6~ -_ ~l ioo~ _j 'I 4 1--------------------------------I ------ -- ----- ----- 6 8 1 358.0 0.0' 0.00 5.00 0.00' 66 10.0t 8.0 y i?----___ --rl---11t--~ _!58.0' ---50.0 1 _ -~~-5.oo] 0.~-66 -___!_()_._()j ---~·~-y ~ I 12 11 208.0j 50.0 O.C 1 fo_------_-~--131 1 ;---____ 258.0 50.o _ ~==--o.ol--5~--___ o.ool 66' 10.01 8.01 Y I 11 : 14: 1: 308.0 5o.o o.oo 5.oo· o.oo ------------. ---1---------------. ----· -'-------- 12 15. =l 358.0 50.0 0.00 ~ 0.00 f~-=--= -~-=--if ~j -iig ~} -~~~~ ~~~~i=--~~~,-~~3-~i~l--il ~· T~ - - -__ =-rjL :: -~~HI-_-~~r ~~ =-iiC HiJ -.--.i~ -i~]-=--nr ~ 1 f 261 ~· 158.0: 150&__ 0.00 5.00· 0.00, ssr 10.01 a.o· y --l_-2i_r--±~ 2_()8.0[--_ 1~~---0.0~---5.0~j --O_.OOj ~-=-6~~--10.0t -8.~-y --J ----- C:\TNM25\840911 N1\current contour 1 6 October 21 INPUT: RECEIVERS 840911N1 Altisma Condos ~--~=~--~~~~ ~i~~-~~--~~~-~f~it--~~~:~~~ f26 1 32 1 108.0 2oo.o1 o.oo 5.oo o.oo' 66 1o.o· 8.0 · · - --------I ------r-----__ [ __ --------------L-------- : 27 33 1 158.0 200.0j: 0.00, 5.00 0.00 66 10.01 8.0 y l~-----__ ------_ ~~-----3~1 -------n---2o8.o~--26o.o _ _ o.OOI ___ ---5}>o ____ O.O()_ ___ 66' ~---1o:o -----=.8-.o--v 30 36 1 308.0 200.0 0.00 5.00 0.00 6 --------I ----,----------~-- -------, ----- 31 I 37t 1 358.0 2QQ.Q Q.QQ 5.QQ: Q.QQj 6 --------------------------L------------------·"·----------------+---------~------~ 32 ____ _ _ __ __ ' ___ 38 1 _ 408.0 _300.0[ _ _ __ 0.00:----~:_O~---~~Oj ____ 6 ! 33 : 39 1 108.0, 250.0: 0.00: 5.00 0.00 6 ~1~-----------~~!~ =;: -:::__ ~~:~~~~i --~c~f~ ~~:--~-~~~--= ::1--;~~ -:~~-~ 1 ~~ -------~ -~~ -,-~\ + ----~~:~=-=-~;~~1 -=-~~~~ :,~!--d~ ---:l=--~d----HT-~ -I ~~~~~~~~~·-!~~ 47 48 [4_~ 50 57 -----~ 1-~f : -=}~:-~1 • ~~d --~:~~r--::~~1-~=--~:~~------:!1--~+fio --{~ ~~ -------,-----------··---~----c---------------------1----· ----------------------1---~ _______ -----~ ~~-11 108.0[ 35~_oL ___ o:~oL_~·~Ef----o.oo ______ 66_t __ 1_c>.o_ ------~o-~_'!__ 1 , 54 1 i 158.01 350.01 0.00~ 5.00 0.001 661-1 0.0. 8.0; y , ----------· --.. ---+---------------;·--I ---·----------------___ ___j ____ -----~---·--· -------l-------~----------~ 55 11 208.01 35o.o o.oo 5.ool o.ool 66, 1o.o, 8.0: Y 0. :~ --:1 -;~~~r--~:~~~ ~~~! :~~~--=---r:~r-=::;--==-~-~-~1"-n--}~! -~- 59 ---1- 1 -4oa~Cii --35o.oi --o.oo' --5~oo~. -o.oo:---1t--1Cl.6~: ----8.o-i 'r :--:~~=--::~--~~~--1~~~~ ~r~~r-~-r!c--=~~~~ -~m~-· ~~r~ -:-f~-= ____ _J_ ____ , -+---------'·--------1------: ---~---·T----~----• -··---~--~: 1 63 1 1 258.oL 4oo.o1 o.oo 5~~~ o.oo, 66 1 1o.o; 8.ol v : _____ j _____ ---------------------------' --·--·' ---_[ -----------'----------------~-----------~ ------- C:\TNM25\B40911 N1\current contour 2 6 October 21 l_ INPUT: RECEIVERS B40911N1 Altisma Condos rsa-·---r--64r~3os~of -.oo_o;-----o.o~1 ---s.aor ---o.aor ---66 1 --1([o~-----a-~or-v-_- ~~=~=--=--~~~-~~~ T ~-:~~f _-1~--H~I_lf --=~:r~-~~f: ~l-t 208. ~-~~ ~~-~ LJ!~=-~~t-=i--·T~t ~-~~f -··~=--:~-~·~} :~t~l-~~ 68 I 7i_l 108.oF 50o.oi 0.001 5.ool 0.001 66j 1o.oj 8.~~ v ; 169-----------·· -----···· ·----~ · ?51. -1 ---158~o ··-5oo.o --o.oo -·· To-o;--_ __j __ ·-··---·-·····---·· ___ L I 1_-=-____ _ -_;~-;·--~~!f -:~~~ ~~~-:-~~~ ~~~~ ~-:!---~~:~!--=-~:~: ~ -I ~~2 ----.. . ~ J t -l !~}~1-~~~~~t ~ ~~~f--1i~t-: ~~~~-_-:~: ~~-~-~ -~~ , 81l 1 108.0. 55o.o o.oo! 5.ool o.oo, 6[ -~ -----=-=:-:=r :!f--=-~1 ~~:~t-::~~--~~~~= ~-~~: -~-~: -::.--;~" -:~1 ~ ·----·--------~ ~ ~1 =-;~1~1 :~~r ~ -:~~ --= ~d ~~: ---~~~~~ -~ 84 90 1 208.0 600.0 0.00 5.00 0.00 66 10.0, 8.0 y 9~ 1 358.01 600.0! 0.001 5.00, 0.00 66 . 10.0, __ ,-;: -~--=-~~:~--=--:~~,=-:___-~~~~ ~~~~ -~~~· ~ ::~-=---~~~~-:-:-_ ··----·--··-·---·-·-----t--"~-1==-. 158; -6so( ooo!_-scOO'_-_ o:Oo -_ .6-~~ 1~Jlt-~----~~or ... =·v __ J 97 11 208.0' 65o.o o.oo· 5.oo, o.oo 55, 1o.ol 8.0 1 v J --==~-:: -{ -~~!~~----~ -~:~~~ ~~--;-~l ~~~~=-: ::t ~~~~-~_ff~~= C:\TNM25\B40911 N1\current contour 3 6 October 21 INPUT: RECEIVERS 840911 N1 Altisma Condos 109 110 111 112 ~------- 113 1 116 1---- 1 117 111~8 --~ : 119 I ---r 120 ~-----' 121 1122 1----~---~--L123 ----------- -~~=;~~~ · jr __ -_!~:~1-~~~;l 1 102 1, 108.01 700.01 1---~,~---l-----~-::--c:+----~-~ o-:o-, -~ I '' Lvv.v: •v~· -O.OO! s.ooi O.OOI 661 IU.UI _..-_·-_._ ---:-~~-.-~ =--;~:~---~~~~ ~~~~~.=--r~~~:_-~~~~ --:r:-~r:---:~~-~ -----~-~~:___ J ·· -~~tt -~~~~~ *~r~~r=~~~+ -::~-~r-d~--l ~~~ ~~--. ~~d . ;!~~ ::_:_ ~~i~--i~~l ~'~r--=-~ ~-~~--!:~l-~==-~~-11f, -~ -----w8.ol --~75o.o---o.oo~--s.o~-6:061--66 ~-1o.~---8.of-v-l -__ -_-I ~f-~t=-~~:~~--~~~~ --=---~~~~-!~~~ ~-~if-~ -~!~--~%[~-----!]t~~=l =----1 _ ~r:: • ~ 1 -~~:~~ _-~-HHr _--~~~~--u~i J]~ -• _ i-~~t --Jt~ ; -----~--~--~~~ -~r-_ ~~d :~~~l = ~~~--{~~~ .:=-~-~~~ -J:]=-~~~i= :~~--~=1: __ 119f _i __ 2sa.of __aoo.o __ o.ool ~oo ~ o.oo _66 _ 1_o_._o1 ___ 8.oi_Y ----~ ~-~-~~~~---l-. ~~:~ :~~~~ {~~1-=---:w--~~ -:~-~~~-::~ ~ --·=-~~!-~ -+~HI-i!~~~~~ -~~~-[~r=--i~~~ -~:~~-~~r~~~~ 125T 1: ~~ 20S.-0---~-850.J-. -0 QQI s()61--Q-:(}f ----(36r --fQ.o'~----a.ol--y 1261--1 ;----258.o~~-~--~sso.a----o.o-o -----5.oo--~o~oo'-~--66i ______ fo.ot ---8.6~-v ~-1~~-~!;i=~sli~~~i C:\TNM25\B40911 N1\current contour 4 6 October 21 RESULTS: SOUND LEVELS r - -------- 1 IEilar Associates, Inc. :AH /RESULTS: SOUND LEVELS II PROJECT/CONTRACT: RUN: :BARRIER DESIGN: I I ATMOSPHERICS: I -----jRElceiver -------------- fName I i r---1::----- L<::_alibration i 1 2 3 i-4 ~~-- ,6 r-( I 8 ~--~-- ' 10 11 /12-rli~~- 14 15 16 22 '23 No. B40911N1 Altisma Condos ---------------------·------ B40911 N1 Altisma Condos Current Contours INPUT HEIGHTS 68 deg F, 50% RH f#ouS[E:XiStiri9-1No Barrier ILAeq1h LAeq1h ' ---~-----:calculated ,crit'n 6 October 2014 TNM 2.5 Calculated with TNM 2.5 Average pavement type shall be used unless a State highway agency substantiates the use of a different type with approval of FHWA. _ _ J -------------------------------------~ With Barrier Increase over existing lfype -]Calculated Noise Reduction : . lcalculatecl ;Crit'n :Impact ILAeq1h lcalculated-1Goai ----icalculatedl I ISub'llnc I 1 i lminus I dBA ldBA ___ 1cis ______ ld8_==t---JdBA---~~-:d_~_ ~==JdB=~--0~~al___ -j -~~_-_;~ ~~ ~-l ~-~~r -Et-r:~-~~: = j~~ ~ _t_=-~t~ -~ rt~ ._r ~-i_' -·---' ) ___ { .. ~~ --::~ -: ~~~ ~~~_c-..:: -~~-·-:-::· ~~--:-~1 =-~~ 1-~ r~ ~ ~;~1-t ~~;i ----.nl --,~-nni ___ -J ----1 . .:t-----.1----J ___ -=:. _+--::~ ~-_1------ 1 --t~~~~--~ ~ ~---~:~r -:::~t~ ::·--~-~~--::~~--~ --~~_L_~~~=~-+= ~~~=-_-~:~~--~ --~-= -_ ~::~ L_ --____ I_ ~ ~:l-:::_ :1-----*~---~J-~---~--------f -------t_ _______ j -- 55.6L 1o· --~--311_ -~1--o~ol_ _ 5561 _ __6_6, ----~·61 __ -_1~~ --:~~--55.61 ___ o~oj-----8'_ -8.0 --~~ ~-~~L __ -~ =------~~~: --_:::~;.-_ ~ :::~·-~--J~t ;~= , ---=~ ~:~}~-=-=~:~t--=--=r------~:~~ __j~~-:JI·---~t . ~: ~: -:) --:::~ =-_j~~ ~=~~~±____. -:::~. ==-~:~; =--~~=--~;:~ I 28l 1 0.0 54.91 66 54.91 10f-----I 54.9. 0.01 81' -8.0. n 29 1 u ~_1_t-· · 0.~:--=----55.01 _~ --6_61 ~-u-55.0 1 . -=A-·--=--=----f-__ -5~j}=----0~-----~[-~=~~~a1 C:\TNM25\B40911 N1\current contour 6 October 2014 RESULTS: SOUND LEVELS B40911N1 Altisma Condos I . --. 124 125 ~- i 26 : 2'1 . 1---·-128 129 ~ ... ! 30 : 31 32 33 34 - -30' 11 o ~ -''J _ ~'f---5~ --w:-------1_--55~1+---6J)I -8-l--=a. a] -==-1-=3~[--~~ -_-=;-~--:::~_--~~-=----~* --~-~-l_~ ;!}-_ ~r----=-: ....:-:::.~ ----t 33[ --_1j_ -~~~~-__ 54.~~----66_, - -5~6~--101 -----+ ~6,_ ___ -~~~ ---81 ____ -8.0 _ 1 34 __ .2_ ____ o .. ol _____ 54~~t---6~ __ 54.51 __ !~_-------+-~~5~---o.or ___ 8l----~-~~ --, 3_5l_t ~o --~4.~[-----66 --_54.4 ----~10 _----__ L --__ 54.41 _____ 0.~~ ---81 ---~s>J I 36 1 Q.Q 54.5, 661 54.51 1 Q ----I 54.51 0.0~ 8 -8.01 . ---~~--~~~;;----~--~~' ~ ~:1· -:1 --~:,~~~~ -~_:: ~=----'~~--~~ ~ :i -~~~' --'-'1---'j' --~·s>_l ____ 5~.3 -66 ---~~:;1--__ _!0~1 ___ =.---_,_ -~~: --0.0.;._ ---~----:a~l ' 40 1 0.01 54.2 66 5i~t-10 ----54.2' 0.0[ 8 -8.0, ---- -------------------------------:------~-------I ----I _41 1_ -_D:O~ n ~11 661 -54.11 "L --=-·±-~ 1: ---0.0 --r ---~.0, ---I---~3L ~-=--~-__ 54.11_ ___ 6€) __ _sgr --~Of! ~--_----· -~~.11____ 0.:9:_ _8, ----~~ ' 431 11 0.01 54.11 66 54.1, 10 ----' 54.1' 0.01 8! -a:ol 38 ---1 --44:_ ---v--D.O]--54.2~ 661 -542----1-o ---=----,---54~2-, ---cfo ---81 ---=-8~1 l39 ---.--·--· ... -------~ -451 -_1J -o.o' --54-.31---~ -,,_, ----,o --J -,f.t----o.o ----8J -----..-8.ol ~~r=·-___ ___:_--------=----i-:r-~r ~l -~~~ -:R~I-~ ~~~ :::: -i~:~~--~--~:~----:~--~~~~~ :; ~~ - _ =---1.: :1~~ ~~~ ~;::=-----~: ~t =-~~~ :=--:-l_~;f -%~1 ~-f:::-~~ 144 J 50 ~ 0.~ ~ 661 53.81 10j ----53j=8 0.0:1 81 -8.61 • c-4-5 .. -··----·-····. -----51 -1 ----o.-61---!~ -oo---53:9 ---1-0f ----===--~---53-:9-----0.0 -----8 ----8~01 146---···------------~-52 --1: ---o-:-o~ --54.0 66f----54JlL ___ 1o -=----------54.0 --o.o·----8 ------8.~ : 4. 7--.. -----------I ,,, -t_-o~ so~.~--66 --53~8 --1oi--===-1 ----53~-Cl.!--_-___ 8,-----=._--8.o ~!:~~------~-t {~ ~~--~+-----~:~ ------:~:;t_ ~~---~-:;:;~ --_ -~r-~~~~ ~:-~-~ :~:; ---~-~:~ -__ -:I _-__ ~::~ ~-I I I I 53 I~ 5 1 Q.Q 1 53.7 66 53~7 1Q ----53.7~ Q.Q 8 -8~Q ----------------r-----------~----------------------54 1 60 1, 0.0 53.6 66 53 6 10 ----53.6 0.0• 8 -8.0 :-f~-----~ ----=------+ -:~.· -~ ~ -~~~ --~; ~~-_-:I_ •-;;~~ -l[ ::::_ --=-_ ~! ___--~~ _ ~~~ ~~ [_5!~ __ ----:=j-_ 6{-------'t--ooj _ ___53,_5~3E=~6, _ 53.5 ___ 1~1_ -~_f ___ 53.~I--__ o:~f---~-~~-~ 1_5~--------i--64 --....!+---~ ___ _?_3.4 --66 -___ 5~.~--.. 1-~-----==--j ____ 53.~!-----~'1--. ··-8 - --8.0, , :~ ··-------· =--t~c--=l=~ij __ -~:,-:___ :,----::-J~:::._.__..__~~I = 1 :3~-=--~1-~~U ---~--=--~t-l~ ~iL-J~~ ~ iL_ -!~l ~±I-~ i§ ~~~-~~~----~~~ 64 C:\TNM25\840911 N1\current contour 2 6 October 2014 RESULTS: SOUND LEVELS B40911N1 Altisma Condos !65___ ------~~~-~~~t---~:~~~ ---_-!~~~ -::c -_!HI d -~~f-~~~~-J --__ l~}f=----~-~~~-~-~--!r _ ----1~j 66 67 68 I 69 1 ?a--- !-71-- 77 ~-~------~8 I 79 ___ _ 'ao--1---~~-~= 83 ~-= =-86 '57 ~88-- lag - 90 lg1 _____ - ~-- l92 i 93- 94 l-~5=~~ ~ 96 104 105 -~~~-~ -_ ~r ~~t -~EL ~~~t lr~ · = ~fJ --=~t~-=~~~-~~ nL. __ }~_ ool ;i;l--j -__ 5321 --__ _10L -_:__ 1--::-53:t_ _o-:ot _ _}a __ =~ 78J _ 1 it.O 53.21 ~~ 53.2c 101 __ ____ I 53.21 0.0 8 -8.0, -79, ---1 o.o ----53.2' --~-66 -_--5:3.2: --101 ---=------53.21----o~o --a --------=s.o' _ _io[ ___ __1j=-~-O.O~ __ 53.2~ -66 --~~~.21_-1~~ _:_'-:__~ 5~--=---J -=-'J_:_ _,0~ 81 11 0.0 1 53.3 6E 53.3 10 ____ , 53.3, 0.01 a 1 -8.01 ---,_ _ _____ c__ _____ _ _I __ _ __ __ __ _ -;;t __ _ _ _ ___ __I 82· - 1 0.0 -53.3 66 53.3, 10 ----53.3 0.01 8: -8.0 .,r _-r o:o· _-5321-=-.. -="''I-=---'~---~-'-_ I -__ ",j_-_ _:_y~o. =----al-_:-_ -a.ol 84[_ 1 o~ 53.2 661 53.2 16!-----, 53.2, o.cf al ---a.o1 ---J,f~t -Jt-~~il· =~~-• u_~}f jl-__ ~-j -!~---~~· tJ~ + as' ~ o.o 53.3/ 66 53.3+-----1ol ----1 53.~ o.o a_1 -s.o --= -~=:~1--1--~-~~~ J~~: :1-_ ~=--~r~_ 1 _-:;r_:_ ~~~-~~ -~~~ -I 91 --11-0.0 53.1 66 53.11 1'-51 ----I 53.1 1 0.0+ 8 -8.~ ~ ~ :!~ -}-~~-:~:: -t ~~:r--~~~ ~ -1 :;~ ~~-~ -~1 • ~~i 941 ~ o.o 53.o1 66 ~{~I-1ot-------53.o, o.ol 8] -s.o ;;l J -~1 :;~~ _ =-~r---:flt--=~~-~-1 -:~~~ ~r. ~~-=~Fa 97 11-o.o 53"#-66 53.2 101 ----, 53.~ o.o] al -a.o ___ -= ~----~~ -~~--=-l!C. =: _ -:~t-~~-= T __ :~c~ ~~~--=-r--11 ___ :-.:: h~:i --_J_ -~t ~;~1-! --=-:.{;~1 __ --~~~ =;--t_-~;l-=-~1_-j _ =--=u i 102 1_[ o~~ 53.2 _6_!3[_ __ 53.~~ 10· ----l 53.2· o.ol al -8.~ ---------i-~~!~----~-~--~--_ -~ -E -~~:~ --_} :::: j-=-~~~~~--~~~ -~::: ~-~ 1 105l 1 o.o~ 53.1 1 ~ 53f-10~ ----1 53.1f o.ol at -a.o1 ---wet--1 -o.o ____ 5:3.CY ___ 661--53~~1---10. ---..-=.-----53.o, -----a.Qi---a~--------&~ _ ____ ---=-:.::.l'f -l.::::_oo __:_s3l_aa _:_--_--53:0] :.:_10 -~-_ --53~~~--=~--··~~-=~=----=~8~~ -----~-=--=~c~i[JJ~ ti!-·-· ·~~~,~--~~;J-lt~~--~JLt_·Jl-t~iil C:\TNM25\B40911 N1\current contour 3 6 October 2014 RESULTS: SOUND LEVELS [1_®=---------- : 107 '108 b~g- i 110 ' 111 1--L11~ l113 '114 '~ B40911N1 Altisma Condos ---r-~~-~---=~l-----~~~---------~~:~~ -------::1----~}f--~~~~---]-----~}~1, -~==-·-~~----~~=-~~1·-=-=---~~ T~:i' -=-f=-~~~ -:~~~-:::-=.~-:~~· -:~~~ -~~~~ i=-~~~ --= --=~~f --==--:~~ ---~::~1 -~_:;~~ _-:1:--~~ ---:}~~~ _:l_ :~j -~-=: I_ -I~f--~~ ~--_:!=~ 1~ 118 ---\-~~I -53.2 -6l --~ -10 ---=-I___ _?3.2 --o.o: ---~~ ---8] -~--~~~--~L: --~ ~:_ :~ ~~---~ -:~~~ :~. = 1-=--:~~~ =-~ ~~ = Jl =-~~~ ~2_1_ _ _1_ o.o --~3.0 _ ~ __ 53~-_ 10 __ ---_-_ _I__ ___ 53.:..0' ___ o·~t-__ 8t __ -8.0 115 116 117 118 119 120 -:~~~ -+ -d :~~ -:~--~~~-~ = -:~~~ -~~! --: -~~I I 1241 1 0.01 53.2 66 53.2 101 ----53.2: 0.0' 81 -8.0 ----------J___----t------~--------~------+----~---------L --- --------~-~-12_~1'-_i-o~of--=--5~~2 66[---==---~3.2~---10r _--=---:--=---__ sgr-=--~jl_=--~~~-----8.01 1 121 j_E2 __ =- , 123 1 Dwelling Units ~---- I 126 1, 0.0, 53.11 661 53.11 10 ----+ 53.1 ~·~j-8 -8.0 ~~~~-----~~~-~:~~------~~~ ----::~~ ~t~l---~ ~~=--~~~---=-~~=-:.~-=-~-~~--~:~-=-~:~ 13o) ---1.---=-:=-o.ol ____ -53._o1-__ 66[ ~53.o1 --~16[--~~=--~=---s~6l~-=__o.ol-_-_~1--=-s.o: # DUs Noise Reduction IMill-----rt.:vg--: Max 1 ~ ____ _____J_: _____ --~-------j l dB I dB I dB ~ -,--------------------------------------------l i'_-:_=124[_ ~~-__ o.~ ~ 0' 0.0 0.0 0.01 AllthatmeetNRGoal ---------: -01----o~o!---o.or ~ ------~------··-----···---------------· ----· _j C:\TNM25\B40911N1\current contour 4 6 October 2014 INPUT: TRAFFIC FOR LAeq1h Volumes ~--------------------------------------840911N1 Altisma Condos ! Eilar Associates, Inc. iAH I 6 October 2014 TNM 2.5 ------------------------" I INPUT: TRAFFIC FOR LAeq1h Volumes RUN: B40911N1 Altisma Condos Future Contours ~~PROJEC--T/CONTRACT: -------------------:Roadway ____ - ~-Name----------- I Autos MTrucks HTrucks Buses Motorcycles lv !s :v ___ls lv _ ~ __ L ls _ ~ _ I~ , !vetithr-[mpiljVetithr lmpti-jVelltllr !mph-1vehtl1r-lnph 'vehthr~]ri!Pt1-I ------------------------------------------------------I ----tt**::~~ --,---r-~:~I ~~j :I :~f= :I ~ --~F~ ----~t~ ~--~t --~ ~: I point3 l-=-3' 161 --~6[---1, 40) __ 'I _ 40 1 0 0, 6f 01 ____________ ----=---=~EJ~nt4 ----_--,-~~-16_1_1 -_-~~t_ 'I 4o)~ '14ol __ ol_ol r-r: __ -I' point5 _ ---l-5~1 __ ilit ~----~1 _ 40 _ __ 11 __ ~0 1 _ _()_~--_ _()_ ____ __9 _ -~ 1 :..= ~~~ ~~;~~~ -~-'1 ::: -~ _:, ~~~ -1 ~~--%~-Jrl ~~-~t-~~ ___ j_l_ points_ J = !.__161; _ 4~ 1 ~ 40' _1' _40 ___ ol_ ~-~--_ J =--=11~~~:~ _ -: ~~~-:i:f_ :~~-~j-:r~ :1-~r-~~~-t t~~ ----~,_point1_2__ 1-121 16l ~or 'j_ 4ol -1' 401 __ ~-0 ( --ol 'point13 _ ~-13, 1~1_1_ 40 11 40 1 40 0 0 Ol 0 ----~~~~~po~~t14 --~ -14l_ __ 2_61-~_~o,_ 1C4of-::-:::-J-= •al-=01 o] ol ::0~~ ~ point15 j 151 ~_i[ 401 1l ~-~1 1 401 Ol 0 o: 0 ------------------__ -~--~~~~::~ + :~1-::t -:~, ± ~r :1-lf _ t-~1 --~1 ~I Jlpoint18 +=18 j _[ I [ 1 I 1 __ -11 -~oTnt1? ___ -___ 1_s _ 1o41 1-_~ 21, sol_ -J_~---5~1--=----o~-~_or-=-_--o'l ~--------o, ]point20 , 20 1041 SO! 211 50 1 111 50 4 ol 0, Oi ---~s~:=--~--:-~~ -~t~l ~~~ ~}--~~--=-~~~--:r--~-r-r ~ --------11 po-i~t23 ----j 231-1041' 50; --21~-so[ --~!_1! --5_()_1------o]-_--0~------~~-~ -] -------- No. Segment C:\TNM25\840911 N1\future contour 1 6 October 21 l~_f'UT:IR~FFIC F_OR LAeq1h Volumes B409_!1N1 Altis!fla 9omt_os _ __ ___ _ __ f---------------~~~--~:~~-,--~:1 :~~-:'-~il~ii 1 l ~~-~1 f J I . --------- ----- I l_ I I ~-Aitiva I I I i ~potni27= I 2Jt 104J-_ J-_ 2k 5()1~~--t 5~ _ J ~ ~ _ ~~-] 1 point28 281 f-, I : L ' -----;~s;~-:_ I_ ;~~, ~~:~ -~~~-·::1-_;t ~ ::13l -~c ~r-~: ~ 1 point31 , 3r 31~ 55+-~ ~ 66 55, o, o' oL ~ ---j1~:~; I ~~~ -~~ -~~r ~:1-i~l: ·::r-~~I _ ~I -~~-~i _ --~ ~ point34 34 3124, 55: 991 ·:ssr-66' 55r-o1 o ol o, --~-=J[ poi~~35 _ -~-~5~ 31241=-551 _ 99[ 55j_:Set 5sf ::___ oC ~-0] ~ ____ 1 1 ~~:~~}~ r-~~t-~24+-__ 55, _ 99' -~:_ --~~~ _ -~~~ ____ o' ___ ~~ --~~ _o: lpotnt3a 1 38 1~J .51 251-J-,2r-.s~ --J ol--or o -l, point39----3Ho4 -4s-~--4f -~-451----a~'---o-1 o1_ --o, __:_~) poi_nt~-_t_-4~1 12_041--4~---2~~-=~~ _1t __ 4:sf~--~ o_J_::_-at--:__~ I-~ ~--o! 'point41 41t 12Q4t 45 251-45] 12 451 Q, 0' U-01 ---1 ~:~:~ --I ~~· ~--~~--:~I -~+ J1 ----:= ~J ~}1 - -~~~-~~---3J ~~1 _ __ __ _J;_,otnt44: 441 ~41 45 __ 2~--4~[ ___ ~f-4~j--~ ___ ol--o_l __ ~ 11-~oint45 -+ 45 1204j __ 45 251 451 12/ 4if-ol o o' ~~ ~-~----~~~i~::~---1-lil-:~:~ ~:~1 [tit_-~} :,-_ L t~-fj ___ ii_Point49 -~ _ 4~]--1204_1 _ _i5 ___ 25~-4~_', _ ~~--45~-_o~1_ --~[-___ ol ___ ~1, l l point50 50 1204, ~ 251 451 12 45 0 0 01 0 _ l poi~t51 --=r= 51, 12o4f -~~-~---25 1-=~:__ ~! _ 45 -~_() L---~ ~1=~~ ___ ___ ___l point52 ___ _52L 1204+----c~~-_ 2:1 1 _ 12: 45~-0~--~ __ -~---~~ ---------~~;~ --~-~}~:~ :~~ :~ -:4: -:~-J;~.;~ ~~~~ _____ :1. ~~n~5_5 ___ :-~~ ·-_120~-' ---~5t! ___ 2l_ ~5 __ --~---~~ --·--~-__ _()j. ____ -~t: __ __()_. 1 pomt56 1 56 ' 1 : : ' ! ----~.+points?-··:. -57,---16~---3oi.---or--o:---()t--o[ ___ o~--ol ___ o-i--a· ----:I pointss -····· -~-ss1.------16 .• -~ --ol-ol---a1 --or ---at --ol--a"--ol -~--5~+---16; ----w ]--al ___ o 1-----* --o~-· · ·--or ---a,----o! ----o ____[___ ___ ~ __ _l __________ : ----~---____ _j _______________ j__ __, C:\TNM25\B40911 N1\future contour 2 6 October 21 l_ INPUT: TRAFFIC FOR LAeq1h Volumes :---------------. -----------------------840911 N1 Altisma Condos -~~ • ~-d-361-- -f~-~~-~~--or =0 1_=-~-~= -[_ -= ol--61 -·---L ··-· _____ . --~ ~--_L_ J= _ _L __ _ __ j C:\TNM25\840911 N1\future contour 3 6 October 21 RESULTS: SOUND LEVELS ------ - I IEilar Associates, Inc. AH I RESULTS: SOUND LEVELS I PROJECT/CONTRACT: I ,RUN: !BARRIER DESIGN: I ~ATMOSPHERICS: ----------------·----------------- I Receiver B40911 N1 Altisma Condos Future Contours INPUT HEIGHTS 68 deg F, 50% RH B40911N1 Altisma Condos 6 October 2014 TNM 2.5 Calculated with TNM 2.5 Average pavement type shall be used unless a State highway agency substantiates the use of a different type with approval of FHWA. ,Name-· ---------]No.-/iiol.is iExisling [NoBarrier With Barrier I I I I LAeq1 h L_~q1 h .... ____ Increase over existing __ !Type --~Calculated Nois~ Reduction ____ _ I , !Calculated ICrit'n :calculated lCrit'n Impact ILAeq1h ICalculatedfoal lcalculateci- 1 1 • I I l_ ~sub'llnc I 1 1 I jminus 1 , __ _ _ _ ______ _ =-t=-1 -----=@s~--~-]!3~_:_ -~~A---_--~---=~ ---~ ----_ldBA --~~8 ---=-JdB -=~~-~~;~I--=-- WIIDort~ -= ----~---JI !-~~= E~ El-:~~r ji ': ----------~ ~ {-_--~ = u-d-_-~~:~ -:1---=-:--_::t ~ ~~= --_ :r _:::__ 59sr::-_a~c-_s--=----,., ~~~ _------=-~-131-=~-~-_:_______ o:or _ 575--~61---=57~5~=~-=----1oL ---=-------~~?.~~ ----o.o ___ al ___ -8.o 1 14 1 0.0 57.5 66, 57.5 101 ----- !.12-____ ------=-~----t:-1il -_:1 -o.O -576~--t u-_-576, -_ 101 --~---57.~----~' __ ~~---_-8.0, · 13 _______ I -~1 _ _1_1 ___ ___(l.OI _E.o 66 _ ---~?_.o: ____ !O _ ---~ ___ ~7~-___ o~o~ __ -~-----8.~ L_1_4__ ____ _ ___ _l 18: __ !~ _ o.o:___ 56.7l_ 66 _ ~i? _ 101 ----_ __,___ 56.21_ -~o _ _8 __ ----=fl.O U-~-___ __ ~9' ___ 1 __ 0.01 _ 56.5;_ 661 __ ~~5 ___ 10[_ --=---~_ __ --~6.5[_ ---~·of ____ 8 _______ -(~ t ! 16 ____ -. __ _ ______ tl ___ 2o1_ __ 1t-=o~--56.4 ___ 66' 56.4 __ -~-1----_ 56.~-! _____ o~.o1_ -~~ _ ----=13._~ 17 211 1 0.0[ 56.4 ~ 56.4, ~~+ ~~-t-56.41 0.0 8, -8.0 ~. ~~ --~ --=---=-~ ~~ ~~: -~~;~--~ -----~:~: -_ __::~~---~~ :hl -_)~~-: n {:~ :_-=-~l~ nfu ::~~ 20 2~61 11 -_-[_-_--.0 55.91 66: 55.9 10t ---± 55.9 0.0 i1 -8.0 1-... --------------· .. --.-------~ ---F----~~-t=--I ~--------~----1 ----------~~-----~~----------------~=--~----{;----~---~:~ -=-±--= :: -~:·~-------~%~ -<~~~ I --:::~r----~:~J------:~---~:--~ 123 ___ ____ _ ___ 1~ 1_[_ ____ ~-0_1 ____ 55.71 _ 66 __ 55.7j__ 10 ____ _~--~~ 5S.7~-----=----0.01-= ~F-~~si1 C:\TNM25\B40911 N1\future contour 1 6 October 2014 I I~~ RESULTS: SOUND LEVELS B40911N1 Altisma Condos I ~<-~~ ~-~~~-~f~r=-il ~ ~F ~~r~-~-~f __ ;,~~-r --~ ~r~-~ ~t -_ r_ ~ I~~--=--=----_:-_-::[-=.:~-} ~t-:~: __:: :, -H-~c-;~~ = t -Jl_:_-:-~-t --_-~: ---::C~~ I~ ~ :=-~ =---E -~--~~I_:-~~f -:1 --ii~ -}~ = :--~:1 -~~ =~ -~:~ :33 ~---_ 3,-,1 ''I -f~f .. _ --s.:1-~-1o:--=--1 ----55~1~ -. -o.ar ---a1 --~~:~] ~~--~~ 0~~~~{~~i-~l-;~~~~-;= ~f~=; 8 --n-~ ~-4~-----1--o.ol-- .~ --~~--:--~!r--ii----K~:--= _ _ __ ~-.:~--~~-----~f = j -~~ -~ ~f j! ----5~1 ~ <~ ~ ~-_[~f =H~~~I-= ~~~~ ~~--~ ~~~------_:~ -:~ ~~~-:-~t..:._ :1 -~~[-=-~~-~-c_ ~l-'~-~-~•o . 47 4a 5o---1 -56---1 -----o:o ---54.4--oo------s-4.4!--1ar---=-----54.4 -o~o a~---a.ol 49 I ~VI ~l_ ______ ~~--~--1' .:_s1 _:=:-11= of 54Ai ----..1---~-101 ---~ --54.41-~--al -a.OI I 52 ~~ 58 1 ~::.:::-_:_~~ ·~ = _1_:: !56 ____ ---~---------,--621·~ -~ 1r -''i -543l --•• r---54t -1,1-~-------54.31--~ -o~r-8]----8.0 ·_~: -~ -~~-~-----_----=--:!~~~----~:~-;::~ --~_-_;;, -:~-=:-t . ~ -~~T-} ;~ I~· ··~1-1 00' 54.31 ~ 54~1 .. 10 - ' 543 1 OOI ~L -801 ~~F-~=-~ ~: ;1 -=f -~~ -_ %:;1-:1 _ =::~_-_.:_;~ c;: f -_ :j_ ~f _ -: =-__ t~ rt=--= ~ 1-~t~l=j~l __ ~:~.. =L fl ~-~=-t-~• ~+-~-~t -i i~ C:\TNM25\B40911 N1\future contour 2 6 October 2014 RESULTS: SOUND LEVELS B40911N1 Altisma Condos -------~-~=--;~~--~t -~:~---:!J ___ -:~1~ _ -~~~JF ---~~~~ ~~~~ r ___ }::l--=-= ~:~~-=-~:~u~ --~:~ __ l__ 73t---_1'_ o.o)-__ 54."Jf= _ 661 _ 54._!_l _1~l_---=-]-----54.1,__ _o~--_ ~-__ ~-~~ J 74 11-0.01 54.2 66f 54.21 10' ----54.21 O.Ql __ 8' ___ -8.()_~ ---' 751 -1t --o.or-------s4.2 --66r----54.21--101--=---=----54.2----o~o1 --81 -8.61 ______ 1__--i6i. ::::r: __::::o.oJ 5411 '!F:: 5411=---1c---1=-54.1,--=--= -a.6L--= -~ -~ --~~8~~ _ _L ~~:--~~---~:~~ ~::~~--::,--:~-----~~C-~~~~ ,--:::~j----~:~~---:t----~~~~~ ---:1::--J-_ ~~I ---~~~ -~ :1 !!f~ _ ~~ = -i -_-~~~ _ -~~l~J :_ }~ ___ __ _ ;1=-J-H _~~I :EI _5]1 ~F 5 I ~ ;~~-j_~::~= ~t~~ !:~1 81 --_ --~~;-Iii=-~-;f -::· ~f~-= it -~~ ~-l~~i -3~~ -~_::(~::~~ 1;-----·---:____ ----:-_ _:l-l *---=-d --:1 __--r.:__:_ ~~~ ~~c:-_:_r. ~r--_::_ ~!-=---: C ::~1 c~.= _-----~ ~~ 1=-~~ ~ ~~r =~-~~_::~~·-·----~~ :.-_-_--~t-=_= J_~---=--=--~~-=---~-~r-. -=t =----)~ ~-= --------=----=l i!; -=k=~~-~ -··· ~Hi EJ-={~ij = ~R =: 1-=-=i~:~---~-~ ==---!~r·-=-~~ 1=~~ ~ ---_:___::::-_I_-::f-::-; ~ ~·~· ---::: :::: ___::_ :~ --:: : '::..::_ ~~: -r_:_:_ ~;I-_ ~c~~ :_:::~ _:_---=-::~ f-;=~~}l~i~-:~;®~tg-;f~l r95 ____ -1101, _1,_ -o:o---~--J----53.8 --10 ---= --,-----,3,L oif---,I u--~a-:o l~~~=~-~~ ~~=----_---. _j +~I=--~--~~I· -::: -: -=--i11-=t ~ -1-=--::~r · ~ ~~ -==-r= ~~ 1 98 -_ 1a4:--1---o-:cr----.. l-aal----s4.o1 ___ :1a'--=~_' ----54~o~~-o:or------ar-----a.~ !~-~== ~~~~-~' =5E~~~i~l~-t=~~~~~-~i--i !i~!-----· ~ r-}~L__=r-~~-~r -!1-· ::~ -lf ~J~:;~ =-~~~~~"f-::~c:~ no~---~~-~= =!~~~-~~~o~~~ ~~[_ 5~i~yol~~-~~-~~=Yt~~91 C:\TNM25\840911 N1\future contour 3 6 October 2014 RESULTS: SOUND LEVELS B40911N1 Altisma Condos 1-j~~-~ · ~~----:itii ~T~ ~~!--~;~ ~i~-~;~)--~ jf ~ -, ~-~f~-~ -~L~ 1--~ ~~~ r-11_1__ ---------~-1111 o.o1 s4.o 6it --s4.o -------~----s4-:-or--o.o at----=-a.o f---~ -----1----·· ---------=-:-::-----~-,_________ I -------------·-------------- ' 112 118! o.o: 54.0 66 54.0 ----! 54.0, o.o 8 -8.0 l11i ----~------1191 o.oJ----53.9 66 s3~9 ------j ---53.9!~· --o.o --a--------8.o1 1------~ -----~ ' i --···--·-··----------i------+ . ----~ r-~~~----- -~~~~----~ ~:~1 ~~:: :: ~~:: ~~~~ t---~~::~ ----~:~ : --~::~1 [116 ----------122T--o.oi 53.7 66 53.7 10 -==-~r-53.7 o.o --8 ---~-=8-:Dl 1111--------------~----··123! 1----o.ol 54~1-66 54.1 10 ~~~=-1 54.1; ----o.o~ 8 -8.~ [1~fa_-~-_______ ---_ -__ 124} _____ 1 __ -o~or 54.1 _____ 66 ______ 54.1 1 · · [_119 -~---125! 1 ---~_,_ct__ ___ _54.0 -66 5<1 ; 120 126 1 0.0! 53.9 ... 66 52 121 121 ---1-o-:-6 ---53-:9! 66 53.9/ 10 ---- ---- ' 122 ---- - -______ _l __ ~---= -~ I ~II Impacted ----~ ---<-=-=-~~~=~f_-12~;---~:~r---~:~l---+~ 1 All that meet NR Goal 1 o ___ o_.oj_ o.~f o.o! _ -----~---------_j C:\TNM25\B40911 N1\future contour 4 6 October 2014