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HomeMy WebLinkAboutAcoustical Assessment Report 10271-08 1 August 2018 August 23, 2018 10271 Mr. Thomas Edmunds Silvergate Development 4980 North Harbor Drive, Suite 203 San Diego, California 92106 Subject: Acoustical Assessment Report for the Bonita Glen Drive Project in Chula Vista - Final Dear Mr. Edmunds, Dudek has completed this Acoustical Assessment Report for the Bonita Glen Drive Project located in the City of Chula Vista, California. In summary, this report concludes that with implementation of specified construction and operational mitigation measures, noise from the proposed Project would comply with City of Chula Vista (City) and other applicable noise standards. Project-related noise impacts would be less than significant. 1 Project Setting and Description The proposed Project is a 170-unit apartment development on a previously undeveloped 5.29 -acre site located in the City of Chula Vista, California. As shown on Figure 1, the site is located within the Bonita Glen Specific Plan Area just west of Interstate 805 (I-805) and south of E Street. The Project includes the development of 170 apartment units within six three -story garden-style buildings (two 21-plex buildings, two 18-plex buildings, and two 13 -plex buildings) and one four -story podium-style building (66 units). Total building area for the Project is approximately 165,000 square feet. The proposed 170 units would be spread across five separate, contiguous parcels, including Assessor Parcel Numbers 570 -131-11-00, 570 -140-40- 00, 570-140-54-00, 570-140-48-00, and 570-140-51-00, at a proposed density of 32 units per acre. The Project includes covered (124 spaces) and uncovered (98 spaces) parking and recreation areas including a swimming pool, clubhouse, play area and dog park. The Project is governed by the Bonita Glen Specific Plan, which proposes the development of residential-retail- commercial projects on 8.74 acres of land. The plan is based upon special standards and generalized site utilization plans and is designed to promote innovative and imaginative project planning. T he text of the specific plan provides land use, bulk, height, setback, urban design, parking, landscaping, and sign control standards and regulations. The proposed Project utilizes State Density Bonus provisions that promote affordable housing through the use of density bonus, incentives or concessions, waivers or reductions to development standards, and parking ratios in accordance with Section 65915 of the California Government Code and Chapter 19.90 of the Chula Vista Municipal Code. The proposed Project provides 17 affordable dwelling units (10%) restricted for 55 years to lower income households (80% of the area median income) in a recorded restrictive covenant. Mr. Thomas Edmunds Subject: Acoustical Assessment Report for the Bonita Glen Drive Project in Chula Vista - Final 10271-08 2 August 2018 City Noise Criteria General Plan Noise Element. The City of Chula Vista General Plan Noise Element indicates that the maximum allowable noise level for new residential developments is a Community Noise Equivalent Level (CNEL)1 of 65 decibels (dB) (City of Chula Vista 2005). The City typically applies the noise criterion at the outdoor private and common usable space areas of multifamily and similar type facilities. For this Project, patios, balconies, and outdoor common-use areas are considered noise sensitive and would need to comply with the City’s 65 dB CNEL exterior noise level requirement2. In addition, California Building Code (Part 2, Title 24, California Code of Regulations) requires that the interior noise level not exceed 45 dB CNEL for multifamily units. The CNEL is a 24-hour average equivalent A-weighted sound level with a 10 dB “penalty” added to noise during the hours of 10:00 p.m.–7:00 a.m., and a 5 dB penalty added to the evening hours of 7:00 p.m.–10:00 p.m. The 5 and 10 dB penalties are applied to account for increased noise sensitivity during the evening and nighttime hours. The A- weighted scale measures noise levels corresponding to the human hearing frequency response. All sound levels in this report are A-weighted. Definitions of acoustical terms used in this report are provided in Attachment 1. Municipal Code. The City of Chula Vista Noise Ordinance (Municipal Code Section 19.68) (City of Chula Vista 1985) contains regulations restricting land use related noise-generating activities and operations, so as to avoid noise nuisance in the community. Section 19.68.030 establishes the maximum allowable exterior noise limits, based upon the classification of the receiving land use. These standards typically apply to stationary sources such as noise from mechanical equipment (including mechanical ventilation and air condition noise, pool pump noise, etc.) or event noise, as opposed to traffic noise. For instance, a school, commercial enterprise, or industrial operation must not generate noise that exceeds a certain specified noise level at any property boundary where an adjacent residential use exists. The property-line noise standards are presented in Table 1. Table 1. City of Chula Vista Exterior Property-Line Noise Limits Receiving Land Use Category Noise Level (dB(A)) 10 p.m. to 7 a.m. (Weekdays) 7 a.m. to 10 p.m. (Weekdays) 10 p.m. to 8 a.m. (Weekends) 8 a.m. to 10 p.m. (Weekends) All residential (except multiple dwelling) 45 55 Multiple dwelling residential 50 60 Commercial 60 65 Light industry – I-R and I-L zone 70 70 Heavy industry – I zone 80 80 Note: dBA = A-weighted decibels Title 17 of the Chula Vista Municipal Code (Environmental Quality), Chapter 24, addresses managing noisy and disorderly conduct. Section 17.24.040.C.8 specifically addresses restrictions against generation of construction 1 Acoustical terms and definitions are provided in Attachment 1. 2 Patios and balconies, as well as the common outdoor spaces such as the swimming pool area, upper-floor deck at Building 7, play area, and dog park, are included in the project’s calculations to show compliance with City of Chula Vista open space requirements. Mr. Thomas Edmunds Subject: Acoustical Assessment Report for the Bonita Glen Drive Project in Chula Vista - Final 10271-08 3 August 2018 noise in overnight periods. The use of any tools, power machinery, or equipment, or the conduct of construction and building work in residential zones so as to cause noises disturbing to the peace, comfort, and quiet enjoyment of property of any person residing or working in the vicinity, shall be prohibited between the hours of 10:00 p.m.–7:00 a.m., Monday–Friday, and between the hours of 10:00 p.m.–8:00 a.m., Saturday and Sunday, except when the work is necessary for emergency repairs required for the health and safety of any member of the community (City of Chula Vista 2007). Although the City does not set specific numerical limits for noise associated with temporary construction activities, it can be perceived as a nuisance ; thus the City restricts the times of day when constructi on may occur (7 a.m.–10 p.m., Monday–Friday, and 8 a.m.–10 p.m., Saturday and Sunday). 2 Existing Conditions I-805, which is located approximately 300 feet northeast of the Project site, is the primary noise source in the vicinity of the Project. Based upon the vehicle counts conducted by the California Department of Transportation (Caltrans), I-805 carried approximately 220,000 average daily trips (ADTs) in 2015 (Caltrans 2015a). Bonita Road is the second major noise source in the Project area. Bonita Road is a four-lane arterial road and is classified as a Primary Gateway Street (City of Chula Vista 2005). Based upon the proposed Projects’ Traffic Impacts Analysis (TIA) (Chen Ryan 2017), Bonita Road currently has approximately 32,824 ADTs in the Project vicinity. Access to the Project site would be provided from Bonita Road via Bonita Glen Drive and Vista Drive. Bonita Glen Drive currently carries an ADT of approximately 3,005 in the Project vicinity. 2.1 Ambient Noise Monitoring Noise measurements were conducted on and near the Project site in April 2017 to characterize the existing noise environment. The daytime, short-term (1 hour or less) attended sound-level measurements were taken with a Rion NL-52 sound-level meter. This sound-level meter meets the current American National Standards Institute (ANSI) standard for a Type 1 precision sound-level meter. The calibration of the sound-level meter was verified before and after the measurements were taken, and the measurements were conducted with the micropho ne positioned approximately 5 feet above the ground. Six noise measurement locations (ST1–ST6), which represent key potential sensitive receptors or sensitive land uses, were selected on, adjacent to, or near, the Project site. The measurement locations are shown in Figure 2, and the measured average noise levels and measurement locations are provided in Table 2. Noise measurement data are also included in Attachment 2. The primary noise sources at the measurement locations consisted of traffic along the adjacent roads. Mr. Thomas Edmunds Subject: Acoustical Assessment Report for the Bonita Glen Drive Project in Chula Vista - Final 10271-08 4 August 2018 Table 2. Measured Noise Levels and Traffic Volumes Site Description Date/Time Leq1 Cars MT2 HT3 ST1 Approximately 150 feet southeast of La Quinta Inn, Chula Vista 4/19/17 11:30 a.m. to 11:40 a.m. 62.3 n/a n/a n/a ST2 Approximately 150 feet west of La Quinta Inn, Chula Vista 4/19/17 10:28 a.m. to 10:48 a.m. 62.7 100 2 0 ST3 240 Bonita Glen Dr. Chula Vista, California 91910 4/19/17 10:50 a.m. to 11:05 a.m. 62.1 40 2 0 ST4 9 Vista Dr. Chula Vista, California 91910 4/19/17 11:12 a.m. to 11:22 a.m. 63.9 35 0 0 ST5 68 Bonita Rd Chula Vista, California 91910 4/19/17 10:12 a.m. to 10:22 a.m. 70.6 195 0 0 ST6 Parking lot of La Quinta Inn, Chula Vista 4/19/17 11:42 a.m. to 11:47 p.m. 68.1 655 12 16 Notes: 1 Equivalent continuous sound level (time-average sound level) 2 Medium trucks 3 Heavy trucks 2.2 Noise Modeling The Federal Highway Administration’s (FHWA’s) Traffic Noise Model 2.5 (FHWA 2004) was used to model noise generated by traffic along I-805, Bonita Road, Bonita Glen Drive, and Vista Drive. Modeled roadways and the respective traffic volumes from the TIA (Chen Ryan 2017) are summarized in Table 3. The Traffic Noise Model 2.5 was calibrated first, using the measured average noise level and the concurrently counted traffic volumes previously shown in Table 2. The same traffic volume and vehicle composition ratios counted during the noise measurements were used to calibrate the model and verify the input used in the noise model . The posted speed limits were used as the modeled traffic speeds. The modeled equivalent sound levels over a given period (Leq) for the monitoring locations (Figure 2) were within 2 dB of the measured noise levels. This result confirms that the noise model geometry and assumptions are valid for use in estimating the existing and future with and without Project traffic noise impacts. As part of the traffic modeling and CNEL calculation process, based on typical travel patterns, the analysis assumed that the average hourly traffic volume on local roadways is approximately equal to 10% of the ADT. In general, 10% of the ADT is accepted to be roughly equivalent to the worst-case hourly traffic volume, and using this value in the noise model results in an average hourly equivalent noise level approximately equal to the CNEL for the corresponding ADT and actual hourly traffic distribution. Thus, this relationship results in a CNEL value that is representative of traffic noise resulting from typical daytime, evening, and nighttime traffic distribution. Mr. Thomas Edmunds Subject: Acoustical Assessment Report for the Bonita Glen Drive Project in Chula Vista - Final 10271-08 5 August 2018 Table 3. Modeled Roadways for Traffic Noise Analysis Roadway Modeled Existing Traffic Volume (vehicles per hour) Modeled Existing with Project Traffic Volume Modeled Future Traffic Volume Modeled Future with Project Traffic Volume Bonita Road west of Bonita Glenn Drive 2546 2561 3660 3676 Bonita Road east of Bonita Glen Drive 3282 3369 3880 3967 Bonita Glen Drive - south of Bonita Road 301 403 500 602 Vista Drive 0 1 102 0 1 102 I-805 - Southbound Lanes 2 11,350 11,350 11,350 11,350 I-805 – Northbound Lanes 2 9,400 9,400 9,400 9,400 1 The Traffic Impact Analysis prepared for the proposed project did not provide traffic volumes for Vista Drive in the Existing and Future scenarios (without the project) because Vista Drive is a cul -de-sac and only provides access to 3 homes and rear access to a hotel. The resulting traffic volumes on Vista Drive would be negligible. Thus, modeled hourly traffic volumes were assumed to be 0 (zero) in the scenarios without the proposed project). It should be noted that this approach provides a slightly more conservative analysis than if without-project volumes were included, because the difference between the with - project and without-project traffic volumes is slightly greater . 2 Modeled volumes for the I-805 utilized traffic volumes associated with Level-of-Service C/D (1,950 vehicles per hour per lane (vphpl) for main lanes, 1,600 vphpl for High-Occupancy Vehicle lanes), as requested by City of Chula Vista reviewers. This is generally considered to represent worst-case traffic noise conditions for freeways. 3 Project Impacts Analysis Implementation of the proposed Project would result in two primary types of potential noise impacts: short-term (i.e., temporary) noise during construction, and long-term noise during operation of the proposed multifamily residential complex. The site would primarily be affected from traffic noise along I-805 and local roadways. Based upon the proposed Project’s Traffic Impacts Analysis (Chen Ryan 2017), the Project would generate approximately 1,020 daily trips. 3.1 Construction Noise Short-Term Construction Noise The construction activities for the proposed Project would include site preparation, grading and trenching of the Project site, building construction, and paving. Noise impacts from construction activitie s associated with the proposed Project would be a function of the noise generated by construction equipment, equipment location, and sensitivity of nearby land uses, as well as the timing and duration of the construction activities. The nearest sensitive receptors to the Project site are residences as near as 75 feet to the west and southwest of the Project site. Other residential land uses are also located nearby to the southeast and east of the Project site, and transient lodging (motel) uses are located to the north. Construction noise is difficult to quantify because of the many variables involved, including the specific equipment types, size of equipment used, percentage of time, condition of each piece of equipment, and number of pieces of Mr. Thomas Edmunds Subject: Acoustical Assessment Report for the Bonita Glen Drive Project in Chula Vista - Final 10271-08 6 August 2018 equipment that will actually operate on site. The range of maximum noise levels for various types of construction equipment at a distance of 50 feet is depicted in Table 4. The noise values represent maximum noise generation, or full-power operation of the equipment. For example, a loader and two dozers, all operating at full power and relatively close together, would generate a maximum sound level of approximately 90 A-weighted decibels (dBA) at 50 feet from their operations. As one increases the distance between equipment, and/or the separation of areas with simultaneous construction activity, dispersion and distance attenuation reduce the effects of separate noise sources added together. In addition, typical operating cycles may involve 2 minutes of full-power operation, followed by 3 or 4 minutes at lower levels. The average noise level during construction activity is generally lower since maximum noise generation may only occur up to 50% of the time. Noise levels from construction operations decrease at a rate of approximately 6 dBA per doubling of distance from the source. Table 4. Construction Equipment Noise Emission Levels Equipment Typical Sound Level (dBA) 50 Feet from Source Roller 74 Concrete vibrator 76 Pump 76 Saw 76 Backhoe 80 Air compressor 81 Generator 81 Compactor 82 Concrete pump 82 Crane, mobile 83 Concrete mixer 85 Dozer 85 Grader 85 Impact wrench 85 Loader 85 Pneumatic tool 85 Jackhammer 88 Truck 88 Paver 89 Source: DOT 2006. The nearest point of construction activities to the closest noise-sensitive receivers would be approximately 75 feet, and the furthest would be approximately 780 feet. The nearest noise -sensitive receivers are located approximately 240 feet away from the acoustic center of construction activity (the ideali zed point from which the energy sum of all construction activity noise near and far would be centered). Thus, the distance to the Mr. Thomas Edmunds Subject: Acoustical Assessment Report for the Bonita Glen Drive Project in Chula Vista - Final 10271-08 7 August 2018 nearest construction activities would be approximately 75 feet, but construction would typically be approximately 240 feet or more away. The FHWA’s Roadway Construction Noise Model (RCNM) (FHWA 2008) was used to estimate construction noise levels at these noise-sensitive land uses. Although the model was funded and promulgated by the FHWA, the RCNM is often used for non-roadway projects because the same types of construction equipment used for roadway projects are also used for other project types. Input variables for the RCNM consist of the receiver/land use types, the equipment type and number of each (e.g., two graders, a loader, a tractor), the duty cycle for each piece of equipment (e.g., percentage of hours the equipment typically works per day), and the distance from the noise-sensitive receiver. No topographical or structural shielding was assumed in the modeling of construction noise. The noise levels from the proposed construction activities are summarized in Table 5. The complete set of RCNM input and output data for construction noise is provided in Attachment 3. As shown in Table 5, at the nearest residences, noise levels would range from approximately 76 to 81 dBA Leq when construction would take place at or near the Project boundary. More typical construction noise levels at the residences to the east would range from approximately 66 to 72 dBA Leq. Table 5. Construction Noise Model Results Summary Receiver Source / Receiver Distances (feet) Construction Phase Noise Levels (dBA Leq) Site Preparation Grading Building Construction Paving Nearest Residences Nearest: 75 76 80 81 80 Typical: 240 66 70 72 72 Notes: dBA = A-weighted decibels; Leq = equivalent sound level; n/a = not applicable to this phase. The City regulates construction noise by restricting the allowable hours of construction. Section 9.40.110 of the City’s Municipal Code exempts construction noise from the stationary noise standards, provided that construction occurs between 7:00 a.m. and 10:00 p.m., Monday through Friday, and 8 a.m. to 10 p.m., Saturday and Sunday. Through adherence to the limitation of allowable construction times provided in the Municipal Code, the construction-related noise levels would not exceed any standards. However, construction noise levels would be higher than existing ambient daytime noise levels (as shown in Table 2) and could result in annoyance at neighboring noise-sensitive uses. Therefore, noise impacts from construction are considered potentially significant. The implementation of mitigation measures MM-NOI-1 and MM-NOI-2 would reduce construction noise substantially. Therefore, temporary construction-related noise impacts would be less than significant with mitigation incorporated. 3.2 Operational Noise The existing and future CNEL noise levels with and without the proposed Project were modeled based on the ADT traffic volumes in the Traffic Impacts Analysis. Traffic volumes for I-805 were conservatively based on Level-of- Service C/D capacities. The vehicle mix along Bonita Road and Bonita Glen Drive used for the traffic noise analysis was 97% autos, 2% medium trucks and 1% heavy trucks, and vehicle speeds of 45 mph and 35 mph, respectively. The vehicle mix for I-805 was 94% autos, 3% medium trucks and 3% heavy trucks (Caltrans 2015b). Mr. Thomas Edmunds Subject: Acoustical Assessment Report for the Bonita Glen Drive Project in Chula Vista - Final 10271-08 8 August 2018 Potential traffic noise impacts were modeled for both off-site and proposed future on-site noise-sensitive receivers. The on-site and off-site traffic noise analyses are addressed separately. 3.2.1 Off-Site Traffic Noise Figure 2 presents the locations of the modeled off-site noise receivers, and the noise model results are summarized in Table 6. The input and output files for the Project are provided in Attachment 4. The City does not have a specific noise criterion for evaluating off-site noise impacts to residences or noise-sensitive areas from Project-related traffic. For the purposes of this noise analysis, such impacts are consider ed significant when they cause an increase of 3 dB from existing noise levels or exceed the 65 dBA CNEL noise threshold. An increase or decrease in noise level of 3 dB is generally considered to be barely perceptible by the average human ear, while an increase or decrease of at least 5 dB is required before any noticeable change in community response would be expected (Caltrans 2013). Table 6. Off-Site Traffic Noise Modeling Results Modeled Receptor Existing (2017) Noise Level (dBA CNEL) Existing (2017) with Project Noise Level (dBA CNEL) Buildout (2035) without Project Noise Level (dBA CNEL) Buildout (2035) with Project Noise Level (dBA CNEL) Maximum Noise Level Increase (dB) ST1, On-site northeast corner 61 61 61 61 0 ST2, On-site northwest corner 64 64 65 65 0 ST3, Residences west of Project site 64 64 65 65 0 ST4, Southeast of Project site near residences 65 63 66 65 -2 ST5, Northwest of Project site (south of Bonita Road) 70 70 71 71 0 ST6, North of Project site adjacent to motel 69 69 69 69 0 R1, East of Project site rear yard of residences 72 72 72 72 0 R2, Northeast of Project site front yard of residences 67 67 68 68 0 Note: dBA = A-weighted decibels; CNEL = Community Noise Equivalent Level; ST = Station; R = Receiver Table 6 shows that the maximum noise level increase would be 0 dB (i.e., less than 1 dB when rounded to whole decibels). A change in noise level of 1 dB or less is not an audible change, in the context of community noise, and is therefore less than significant. The slight decrease in noise level (-2 dB in the existing with Project scenario and -1 dB in the future with Project scenario) at ST4 is due to the additional acoustical shielding provided by the Project to roadways (Bonita Road and the northerly exposure of I-805) to the north and northeast. Based upon these results, off-site traffic noise impacts would be less than significant. No mitigation is required. 3.2.2 On-Site Traffic Noise Representative noise model receivers were placed at the proposed pool area, and along the Project’s building facades, as shown on Figure 3. The results of the noise analysis for traffic noise levels at proposed on-site receivers Mr. Thomas Edmunds Subject: Acoustical Assessment Report for the Bonita Glen Drive Project in Chula Vista - Final 10271-08 9 August 2018 is provided in Table 7. On-site traffic noise levels are also displayed graphically in terms of noise contours (i.e., lines representing equal loudness) in Figure 4. Based upon the Project site plan and information provided by the applicant, common outdoor use areas would include a pool located between Buildings 6 and 7, a fourth-floor deck on the north side of Building 7, a play area and a dog park located within the project’s northwestern corner. Additionally, many apartment unit would have either a patio or a balcony. The modeled on-site receiver locations (shown on Figure 3) consisted of the proposed outdoor pool area (receiver R3), the outdoor deck area, play area and dog park (R36, 37 and 38 respectively), and the three to four levels of the Project’s exterior walls (R5 through R35). Table 7. On-Site Future (Year 2035) Plus Project Traffic Noise Levels (dBA CNEL) Modeled Receiver No. Floor Level 1st Level 2nd Level 3rd Level 4th Level R3 – On-site pool area 56 n/a n/a n/a R4 – Building 2 NE side n/a (69) n/a (73) n/a (74) n/a R5 – Building 2 SE side 62 n/a (67) n/a (70) n/a R6 – Building 2 NW side n/a (70) n/a (72) n/a (73) n/a R7 – Building 2 SW side 65 65 n/a (69) n/a R8 – Building 1 NE side 59 64 n/a (67) n/a R9 – Building 1 SE side 58 61 n/a (62) n/a R10 – Building 1 NW side 64 65 n/a (68) n/a R11 – Building 1 SW side 63 64 n/a (67) n/a R12 – Building 3 NE side 62 n/a (69) n/a (70) n/a R13 – Building 3 SE side 58 n/a (65) n/a (67) n/a R14 – Building 3 NW side 55 57 62 n/a R15 – Building 3 SW side 54 56 60 n/a R16 – Building 4 NE side 57 63 65 n/a R17 – Building 4 SE side 57 61 63 n/a R18 – Building 4 NW side 54 56 59 n/a R19 – Building 4 SW side 58 59 60 n/a R20 – Building 5 NE side 57 63 65 n/a R21 – Building 5 SE side 55 59 60 n/a R22 – Building 5 NW side 59 61 63 n/a R23 – Building 5 SW side 59 60 61 n/a R24 – Building 6 NE side 63 65 n/a (66) n/a R25 – Building 6 SE side 60 62 62 n/a R26 – Building 6 NW side 56 57 62 n/a Mr. Thomas Edmunds Subject: Acoustical Assessment Report for the Bonita Glen Drive Project in Chula Vista - Final 10271-08 10 August 2018 Table 7. On-Site Future (Year 2035) Plus Project Traffic Noise Levels (dBA CNEL) Modeled Receiver No. Floor Level 1st Level 2nd Level 3rd Level 4th Level R27 – Building 6 SW side 56 58 60 n/a R28 – Building 7 N side 62 64 n/a (66) n/a (67) R29 – Building 7 NE side 59 61 63 65 R30 – Building 7 SE side 57 59 60 62 R31 – Building 7 S side 58 60 60 60 R32 – Building 7 SW corner 61 62 62 61 R33 – Building 7 SW side 55 57 57 57 R34 – Building 7 W side 63 63 63 64 R35 – Building 7 NW side 63 63 63 64 R36 – Building 7 Deck* n/a n/a n/a n/a (66) R37 - Play Area 64 n/a n/a n/a R38 - Dog Park 65 n/a n/a n/a Notes: Bolded numbers represent interior receiver locations exceeding 60 dBA CNEL; these guest rooms will require subsequent interior noise analysis to verify compliance with the 45 dBA CNEL noise standard for habitable rooms. n/a = not applicable. A noise-sensitive receiver does not exist outdoors at this floor elevation or this area is not used for the useable outdoor area requirement. (##) = modeled exterior noise levels at locations where there is no useable outdoor space. These levels are used to assess th e need for interior mitigation. * The Building 7 Deck has been removed from the project. As shown in Table 7, the results of the noise modeling indicate that the noise levels at receiver R3, which represents the proposed exterior pool / recreation area, would be approximately 56 dBA CNEL. Because the Project’s proposed pool area is subject to the 65 dBA CNEL noise standard for exterior uses, the noise levels would meet the City’s noise standard, and thus would be less than significant. Similarly, the noise levels at receivers R37 and R38, which represent the proposed play area and dog park, would be approximately 64 and 65 dBA CNEL, respectively. All potential balcony areas with modeled noise levels above 65 dBA CNEL (locations with “n/a(65+)”) would not be counted toward the project’s outdoor open space requirement if a balcony were located at that receiver location, and are therefore not subject to the noise standard. Based on the most recent set of plans, no unit balconies are located in areas with noise levels above 65 dBA CNEL. All open space areas have modeled traffic noise levels at or below the 65 dBA CNEL noise standard for exterior uses. Because these areas are subject to the 65 dBA CNEL noise standard for exterior uses, the noise levels would meet the City’s noise standard, and thus would be less than significant. No mitigation is required for these receivers. On-Site Interior Traffic Noise. The City and the State of California (State) require that interior noise levels not exceed a CNEL of 45 dBA within the habitable rooms of residences (including hotels and motels). Typically, w ith the windows open, building shells provide approximately 15 dB of noise reduction. Therefore, rooms exposed to Mr. Thomas Edmunds Subject: Acoustical Assessment Report for the Bonita Glen Drive Project in Chula Vista - Final 10271-08 11 August 2018 an exterior CNEL greater than 60 dBA could result in an interior CNEL greater than 45 dB. The California Building Code recognizes this relationship and therefore requires interior noise studies when the exterior noise level is projected to exceed 60 dBA CNEL. The data shown in Table 7 indicate that the future noise levels would range up to 74 dBA CNEL. Thus, the unmitigated interior noise level within the habitable rooms could exceed the 45 dBA CNEL noise criterion. Exterior doors and windows achieving a Sound Transmission Class (STC) rating of up to 29 dB (or a composite STC of up to 30 dB for exterior walls, doors and windows) will be required for units with the highest traffic noise exposures. With implementation of mitigation measure MM-NOI-3, the resultant noise level would meet the State and City interior noise standard of 45 dBA CNEL, and impacts would be less than significant with mitigation incorporated. 3.2.3 Mechanical Equipment Noise Heating, ventilation, and air conditioning (HVAC) equipment would have the potential to create significant noise impacts. The specific details (location, size, manufacturers, and model) of the HVAC equipment have not yet been determined. However, based upon examination of several major manufacturers’ HVAC equipment specifications for representative models (details of which are provided in Attachment 5), the dimensionless sound power levels3 were found to range from approximately 68 dBA to 92 dBA. The nearest existing residential property would be approximately 75 feet to the west of the nearest potential HVAC unit or bank of units. Assuming a sound power level of 92 dBA, the noise level at a distance of 75 feet from one HVAC unit would be approximately 57 dBA at the nearest existing residential property. If additional units were operating simultaneously, the resultant noise level at the nearest existing residences would be greater. HVAC noise would have the potential to exceed the City’s stationary-source noise standard (45 dBA Leq nighttime) at the single-family residential uses to the east and south and at the multifamily residential uses to the west. Noise impacts shall be avoided, however, through the specification of quieter mechanical equipment, shroud, encosures, or building parapet walls, or a combination of these. Implementation of mitigation measure MM-NOI-4 would reduce noise impacts from HVAC equipment to a less-than-significant level. 4 Mitigation 4.1 Construction Noise MM-NOI-1 Construction activities shall take place during the permitted time and day per Section 17.24.040.C.8 of the City of Chula Vista’s Municipal Code. The applicant shall ensure that construction activities of the proposed Project are prohibited between the hours of 10:00 p.m.– 7:00 a.m., Monday–Friday, and between the hours of 10:00 p.m.–8:00 a.m., Saturday and 3 Sound power or acoustic power is the rate at which sound energy is emitted, reflected, transmitted or received, per unit time. It is calculated and expressed in watts and as sound power level LW in decibels. It is the power of the sound force on a surface of the medium of propagation of the sound wave. For a sound source, unlike sound pressure (Lp), sound power is neither room-dependent nor distance-dependent. Sound pressure is a measurement at a point in space near the source, while the sound power of a source is the total power emitted by that source in all directions. The relation between sound power and sound pressure utilized for this analysis was the following: Lp=Lw-20*Log(R)+2.5, where R is the source-receiver distance of interest, in feet - as for a free field above a reflecting plane (Diehl 1973). Mr. Thomas Edmunds Subject: Acoustical Assessment Report for the Bonita Glen Drive Project in Chula Vista - Final 10271-08 12 August 2018 Sunday. This condition shall be listed on the Project’s final design to the satisfaction of the City Development Services Department. MM-NOI-2 The City of Chula Vista shall require the applicant to adhere to the following measures as a condition of approving the grading permit:  The Project contractor shall, to the extent feasible, schedule construction activities to avoid the simultaneous operation of construction equipment so as to minimize noise levels resulting from operating several pieces of high noise level emitting equipment.  All construction equipment, fixed or mobile, shall be equipped with properly operating and maintained mufflers. Enforcement shall be accomplished by random field inspections by applicant personnel during construction activities, to the satisfaction of the City Development Services Department.  Construction noise-reduction methods such as shutting off idling equipment, construction of a temporary noise barrier, maximizing the distance between construction equipment staging areas and adjacent residences, and use of electric air compressors and similar power tools, rather than diesel equipment, shall be used where feasible.  During construction, stationary construction equipment shall be placed such that emitted noise is directed away from or shielded from sensitive receptors.  Construction hours, allowable workdays, and the phone number of the job su perintendent shall be clearly posted at all construction entrances to allow surrounding property owners to contact the job superintendent if necessary. In the event the City of Chula Vista receives a complaint, appropriate corrective actions shall be imple mented and a report of the action provided to the reporting party. 4.2 Interior On-Site Noise MM-NOI-3 In order to ensure that interior noise levels of the habitable rooms are 45 dBA CNEL or less, the project applicant shall utilize windows and exterior doors with the Sound Transmission Class (STC) ratings shown in Table 9, or higher. For example, the windows and exterior doors of Building 2 shall have STC ratings of 29 or higher. The proposed residential units will require mechanical ventilation systems or air conditioning systems in order to ensure that windows and doors can remain closed while maintaining a comfortable environment. With the required mitigation, the resulting interior noise levels will be less than the noise standard and the noise impact will be less than significant. Mr. Thomas Edmunds Subject: Acoustical Assessment Report for the Bonita Glen Drive Project in Chula Vista - Final 10271-08 13 August 2018 Table 9. Minimum Window and Exterior Door Noise Attenuation Ratings Building Number Minimum Noise Attenuation Rating (STC) Building 2 29 Building 1 25 Building 3 25 Building 4 22 Building 5 22 Building 6 22 Building 7 22 4.3 Mechanical Equipment Noise MM-NOI-4 In order to ensure that HVAC and other outdoor mechanical equipment would not exceed the City’s stationary-source noise standards ((55 dBA daytime (7 a.m. to 10 p.m.), 45 dBA nighttime (10 p.m. to 7 a.m.) for single-family residential, 60 dBA daytime (7 a.m. to 10 p.m.), 50 dBA nighttime (10 p.m. to 7 a.m.) for multi-family residential), the project applicant shall incorporate the following measures: 1. No HVAC or other mechanical e quipment shall be installed w ith a combined sound power level exceeding 79 dBA, or a sound pressure level (i.e., noise level) of 44 dBA at a distance of 75 feet; 2. If equipment exceeding the specification in MM-NOI-5 (1) is utilized, such equipment shall be shielded from adjacent residential land uses by mechanical shrouds, building parapet walls, or provision of acoustical enclosures such that the combined sound power level does not exceed 79 dBA, resulting in a noise level of 44 dBA or less at a distance of 75 feet. 4.4 Mitigation Summary In order to ensure that noise from construction activities does not constitute a substantial short -term noise impact, construction noise mitigation measures are provided. In order to comply with the City ’s and State’s 45 dB CNEL interior noise standard, the proposed dwelling units would require sound-rated windows and a mechanical ventilation system or air conditioning system. Additionally, mitigation measures are provided for the project’s mechanical equipment noise to ensure compliance with the City’s Municipal Code noise standards . With implementation of mitigation measures MM -NOI-1 through MM-NOI-4, noise impacts would be less than significant. Mr. Thomas Edmunds Subject: Acoustical Assessment Report for the Bonita Glen Drive Project in Chula Vista - Final 10271-08 14 August 2018 This completes our Acoustical Assessment Report for the Bonita Glen Project. Should you have any questions regarding the above information, please call me at 949.373.8317. Sincerely, ________________________________ Mike Greene Environmental Specialist/Acoustician Att.: Figures 1–5 Attachment 1 – Acoustical Definitions Attachment 2 – Field Noise Measurement Notes Attachment 3 – Construction Noise Modeling Input and Output Results Attachment 4 – Traffic Noise Modeling Input and Output Results Attachment 5 – Representative Heating, Ventilation and Air Conditioning Sound Power Levels 5 References Caltrans (California Department of Transportation). 2013. Technical Noise Supplement to the Caltrans Traffic Noise Analysis Protocol. Division of Environmental Analysis, Environmental Engineering, Hazardous Waste, Air, Noise, Paleontology Office. September 2013. Caltrans. 2015a. “2015 Traffic Volumes.” Caltrans Traffic Census Program. Accessed October 24, 2017. http://www.dot.ca.gov/trafficops/census/volumes2015/. Caltrans. 2015b. 2015 Annual Average Daily Truck Traffic on the California State Highway System. Compiled by Traffic Data Branch. Prepared in cooperation with the U.S. Department of Transportation Federal Highway Administration. Accessed October 24, 2017. http://www.dot.ca.gov/trafficops/census/docs/2015_aadt_truck.pdf. Chen Ryan. 2017. Traffic Impact Analysis, Bonita Glen. October 2017 City of Chula Vista. 1985. City of Chula Vista Municipal Code, Title 19, Pla nning and Zoning. City of Chula Vista. 2005. “Noise Element.” Chapter 9 in City of Chula Vista General Plan. December 13, 2005. City of Chula Vista. 2007. City of Chula Vista Municipal Code, Title 17, Environmental Quality. DOT (U.S. Department of Transportation). 2006. FHWA Roadway Construction Noise Model: User’s Guide. Final Report. FHWA-HEP-06-015. DOT-VNTSC-FHWA-06-02. Cambridge, Massachusetts: DOT, Research and Innovative Technology Administration. Final Report. August 2006. FHWA (Federal Highway Administration). 2004. FHWA Traffic Noise Model User’s Guide. Version 2.5 Addendum. April 2004. Mr. Thomas Edmunds Subject: Acoustical Assessment Report for the Bonita Glen Drive Project in Chula Vista - Final 10271-08 15 August 2018 FHWA. 2008. Roadway Construction Noise Model (RCNM), Software Version 1.1. U.S. Department of Transportation, Research and Innovative Technology Administration, John A. Volpe National Transportation Systems Center, Environmental Measurement and Modeling Division. December 2008. 54 805 Project Location Acoustical Assessment Report for the Bonita Glen Drive Project SOURCE: NAIP 2016 Da t e : 1 1 / 2 0 / 2 0 1 7 - L a s t s a v e d b y : c b a t t l e - P a t h : Z : \ P r o j e c t s \ j 1 0 2 7 1 0 1 \ M A P D O C \ D O C U M E N T \ N o i s e \ F i g u r e 1 P r o j e c t L o c a t i o n . m x d 02,0001,000 Feet Project Site Boundary FIGURE 1 San Clemente Temecula Murrieta La QuintaLake Elsinore Menifee Palm Springs Chula Vista Solana Beach Encinitas San Diego Carlsbad Oceanside Santee Poway San Marcos Escondido Vista Imperial Beach Del Mar Coronado Riverside County San Diego County Mexico 52 94 163 125 98 241 54 195 56 111 86 7474 67 76 79 78 805 215 8 15 Project Site Noise Measurement and Modeling Locations Acoustical Assessment Report for the Bonita Glen Drive Project SOURCE: Bing Maps (Accessed 2017) Da t e : 1 1 / 2 0 / 2 0 1 7 - L a s t s a v e d b y : c b a t t l e - P a t h : Z : \ P r o j e c t s \ j 1 0 2 7 1 0 1 \ M A P D O C \ D O C U M E N T \ N o i s e \ F i g u r e 2 _ N o i s e M e a s u r e m e n t A n d M o d el i n g L o c a t i o n s . m x d 0 300150Feet Study Area Noise Measurement Location Short-term Measurement Location Modeled Receiver Location FIGURE 2 Acoustical Assessment Report for the Bonita Glen Drive Project On-Site Noise Modeling Locations FIGURE 3 R38R38 R37R37 I-805 SB ON RA VISTA DR BONITA GLEN DR 53525150 49 6 3 62 61 5 8 59 56 55 54 60 57 43 6356 5958 57 56 6 2 61 60 65 64 5 4 52 70 69 68 67 55 54 6766 71 70 6 3 6 2 5 958 55 5 4 5 5 5 4 54 53 47 4648 55 5 8 65 6 6 6 6 65 5 8 64 63 63 63 61 5 9 5 5 On-Site Noise Contours (Future with Project) Acoustical Assessment Report for the Bonita Glen Drive Project SOURCE: Date: 6/12/2018 - Last saved by: kzecher - Path: Z:\P rojects\j1027101\MAP DOC\DOCUME NT\Noise\Figure 4_On-Site Noise Contours (Future with Project).mxd 0 10050Feetn Project SiteFuture BuildingsModeled Future Noise ContoursLess than 45db45 - 5050 - 5555 - 6060 - 6565 - 7070db and Above FIGURE 4 Acoustical Assessment Report for the Bonita Glen Drive Project FIGURE 5 Areas Requiring Exterior Noise Mitigation R38R38 R37R37 ATTACHMENT 1 Acoustical Definitions Attachment 1 Acoustical Definitions 10271-08 1-1 August 2018 Term Definition Ambient Noise Level The composite of noise from all sources near and far. The normal or existing level of environmental noise at a given location. A-Weighted Sound Level (dBA) The sound pressure level in decibels as measured on a sound level meter using the A-weighted filter network. The A-weighting filter de-emphasizes the very low and very high frequency components of the sound in a manner similar to the frequency response of the human ear and correlates well with Community Noise Equivalent CNEL is the A-weighted equivalent continuous Level (CNEL) sound exposure (CNEL) level for a 24-hour period with a 10 dB adjustment added to sound levels occurring during the nighttime hours (10 p.m.–7 a.m.) and 5 dB added to the sound during the evening hours (7 p.m.–10 p.m.). Decibel (dB) A unit for measuring sound pressure level and is equal to 10 times the logarithm to the base 10 of the ratio of the measured sound pressure squared to a reference pressure, which is 20 micropascals. Equivalent Sound Level or Level Equivalent (Leq) The sound level corresponding to a steady state level containing the same total energy as a time varying signal over a given sample period. Leq is designed to average all of the loud and quiet sound levels occurring over a time period. Attachment 1 Acoustical Definitions 10271-08 1-2 August 2018 INTENTIONALLY LEFT BLANK ATTACHMENT 2 Field Noise Measurement Notes Field Noise Measurement Data Record: 442 Project Name Bonita Glen Project #10271 Observer(s)Connor Burke Date 2017-04-19 autoemail cburke@dudek.com Meteorological Conditions Temp (F)70 Humidity % (R.H.)58 Wind Calm Wind Speed (MPH)2 Wind Direction East Sky Sunny Instrument and Calibrator Information Instrument Name List (ENC) Rion NL-52 Instrument Name (ENC) Rion NL-52 Instrument Name Lookup Key (ENC) Rion NL-52 Manufacturer Rion Model NL-52 Serial Number 553896 Calibrator Name (ENC) LD CAL150 Calibrator Name (ENC) LD CAL150 Calibrator Name Lookup Key (ENC) LD CAL150 Calibrator Manufacturer Larson Davis Calibrator Model LD CAL150 Calibrator Serial #5152 Pre-Test (dBA SPL)94 Post-Test (dBA SPL)94 Windscreen Yes Weighting?A-WTD Slow/Fast?Slow ANSI?Yes Recordings Record #1 Site ID ST5 Site Location Latitude:32.647796, Longitude:-117.065970, Altitude:15.121059, Speed:0.000000, Horizontal Accuracy:5.000000, Vertical Accuracy:4.000000, Time:10:12:08 AM PDT Begin (Time)10:12:00 End (Time)10:22:00 Leq 70.6 Lmax 78.2 Lmin 58 Other Lx?L90, L50, L10 L90 62.6 L50 69.3 L10 74.1 Other (Specify Metric) Page 1/9 Primary Noise Source Traffic Other Noise Sources (Background)Birds, Rustling Leaves Is the same instrument and calibrator being used as previously notated? Yes Are the meteorological conditions the same as previously notated? Yes Source Info and Traffic Counts Distance to Roadway (feet)10 Estimated Vehicle Speed (MPH)45 Count Duration (Min)10 Traffic Counts Counting Both Directions?Yes Autos 1 Number of Vehicles - Autos 195 Buses 1 Number of Vehicles - Buses 2 Description / Photos Site Photos Photo Comments / Description Facing north towards E street. Page 2/9 Recordings Record #2 Site ID ST2 Site Location Latitude:32.647016, Longitude:-117.063776, Altitude:20.012600, Speed:0.000000, Horizontal Accuracy:5.000000, Vertical Accuracy:4.000000, Time:10:28:15 AM PDT Begin (Time)10:28:00 End (Time)10:48:00 Leq 62.7 Lmax 73 Lmin 57.3 Other Lx?L90, L50, L10 L90 59.5 L50 62 L10 64.8 Other (Specify Metric) Primary Noise Source Traffic Other Noise Sources (Background)Birds, Rustling Leaves Other Noise Sources Additional Description Tractor loading dirt. carwash noise. Sirens. Is the same instrument and calibrator being used as previously notated? Yes Are the meteorological conditions the same as previously notated? Yes Source Info and Traffic Counts Distance to Roadway (feet)20 Estimated Vehicle Speed (MPH)25 Count Duration (Min)20 Traffic Counts Counting Both Directions?Yes Autos 1 Number of Vehicles - Autos 100 Medium Trucks 1 Number of Vehicles - Medium Trucks 2 Description / Photos Site Photos Page 3/9 Photo Comments / Description Facing west. Recordings Record #3 Site ID ST3 Site Location Latitude:32.646754, Longitude:-117.063806, Altitude:17.027279, Speed:0.000000, Horizontal Accuracy:5.000000, Vertical Accuracy:3.000000, Time:10:50:51 AM PDT Begin (Time)10:50:00 End (Time)11:05:00 Leq 62.1 Lmax 83.6 Lmin 53.2 Other Lx?L90, L50, L10 L90 55.7 L50 58.7 L10 64.1 Other (Specify Metric) Primary Noise Source Other Primary Noise Source Other Carwash noise and Distant traffic dominant Other Noise Sources (Background)Birds, Distant Traffic, Rustling Leaves Other Noise Sources Additional Description Carwash noise. Construction saw at apartments. Is the same instrument and calibrator being used as previously notated? Yes Are the meteorological conditions the same as previously notated? Yes Page 4/9 Source Info and Traffic Counts Distance to Roadway (feet)20 Estimated Vehicle Speed (MPH)25 Count Duration (Min)15 Traffic Counts Counting Both Directions?Yes Autos 1 Number of Vehicles - Autos 40 Medium Trucks 1 Number of Vehicles - Medium Trucks 2 Buses 0 Motorcyles 1 Number of Vehicles - Motorcyles 1 Description / Photos Site Photos Photo Comments / Description Facing east. Page 5/9 Recordings Record #4 Site ID ST4 Site Location Latitude:32.645714, Longitude:-117.061637, Altitude:35.809811, Speed:0.000000, Horizontal Accuracy:5.000000, Vertical Accuracy:6.000000, Time:11:12:58 AM PDT Begin (Time)11:12:00 End (Time)11:22:00 Leq 63.9 Lmax 76.5 Lmin 58.5 Other Lx?L90, L50, L10 L90 59.8 L50 62 L10 66.6 Other (Specify Metric) Primary Noise Source Other Primary Noise Source Other Distant traffic from 805 Other Noise Sources (Background)Birds, Distant Traffic, Rustling Leaves Is the same instrument and calibrator being used as previously notated? Yes Are the meteorological conditions the same as previously notated? Yes Source Info and Traffic Counts Distance to Roadway (feet)25 Estimated Vehicle Speed (MPH)25 Count Duration (Min)10 Traffic Counts Counting Both Directions?Yes Autos 1 Number of Vehicles - Autos 35 Buses 1 Number of Vehicles - Buses 1 Description / Photos Site Photos Page 6/9 Photo Comments / Description Facing north towards 805 Recordings Record #5 Site ID ST1 Site Location Latitude:32.646930, Longitude:-117.061930, Altitude:20.704830, Speed:0.000000, Horizontal Accuracy:5.000000, Vertical Accuracy:4.000000, Time:11:30:07 AM PDT Begin (Time)11:30:00 End (Time)11:40:00 Leq 62.3 Lmax 67.7 Lmin 57.3 Other Lx?L90, L50, L10 L90 59.8 L50 62.2 L10 63.7 Other (Specify Metric) Primary Noise Source Other Primary Noise Source Other Distant traffic. Carpet cleaning pump Other Noise Sources (Background)Birds, Distant Dog Barking, Distant Traffic, Rustling Leaves Is the same instrument and calibrator being used as previously notated? Yes Are the meteorological conditions the same as previously notated? Yes Page 7/9 Description / Photos Site Photos Photo Comments / Description Facing north east towards 805 Recordings Record #6 Site ID ST6 Site Location Latitude:32.647565, Longitude:-117.062253, Altitude:14.604427, Speed:0.000000, Horizontal Accuracy:5.000000, Vertical Accuracy:4.000000, Time:11:42:29 AM PDT Begin (Time)11:42:00 End (Time)11:47:00 Leq 68.1 Lmax 75.4 Lmin 64.1 Other Lx?L90, L50, L10 L90 65.8 L50 67.7 L10 69.7 Primary Noise Source Traffic Other Noise Sources (Background)Birds Other Noise Sources Additional Description Luggage carts Is the same instrument and calibrator being used as previously notated? Yes Are the meteorological conditions the same as previously notated? Yes Page 8/9 Source Info and Traffic Counts Distance to Roadway (feet)150 Estimated Vehicle Speed (MPH)65 Count Duration (Min)5 Traffic Counts Counting Both Directions?Yes Autos 1 Number of Vehicles - Autos 655 Medium Trucks 1 Number of Vehicles - Medium Trucks 12 Heavy Trucks 1 Number of Vehicles - Heavy Trucks 16 Description / Photos Site Photos Photo Comments / Description Facing north towards 805 Page 9/9 ATTACHMENT 3 Construction Noise Modeling Input and Output Results Roadway Construction Noise Model (RCNM),Version 1.1 Report date:11/7/2017 Case Description:Bonita Glen_Building Construction ---- Receptor #1 ---- Baselines (dBA) Description Land Use Daytime Evening Night Nearest Receiver 75'Residential 65 60 55 Equipment Spec Actual Receptor Estimated Impact Lmax Lmax Distance Shielding Description Device Usage(%)(dBA)(dBA)(feet)(dBA) Compressor (air)No 40 77.7 75 0 Concrete Saw No 20 89.6 75 0 Crane No 16 80.6 75 0 Excavator No 40 80.7 100 0 Man Lift No 20 74.7 100 0 Pumps No 50 80.9 100 0 Front End Loader No 40 79.1 125 0 Backhoe No 40 77.6 125 0 Results Calculated (dBA)Noise Limits (dBA) Day Evening Night Equipment *Lmax Leq Lmax Leq Lmax Leq Lmax Compressor (air)74.1 70.2 N/A N/A N/A N/A N/A Concrete Saw 86.1 79.1 N/A N/A N/A N/A N/A Crane 77 69.1 N/A N/A N/A N/A N/A Excavator 74.7 70.7 N/A N/A N/A N/A N/A Man Lift 68.7 61.7 N/A N/A N/A N/A N/A Pumps 74.9 71.9 N/A N/A N/A N/A N/A Front End Loader 71.2 67.2 N/A N/A N/A N/A N/A Backhoe 69.6 65.6 N/A N/A N/A N/A N/A Total 86.1 81.4 N/A N/A N/A N/A N/A *Calculated Lmax is the Loudest value. ---- Receptor #2 ---- Baselines (dBA) Description Land Use Daytime Evening Night Acoustical Center 240'Residential 65 60 55 Equipment Spec Actual Receptor Estimated Impact Lmax Lmax Distance Shielding Description Device Usage(%)(dBA)(dBA)(feet)(dBA) Compressor (air)No 40 77.7 240 0 Concrete Saw No 20 89.6 240 0 Crane No 16 80.6 240 0 Excavator No 40 80.7 240 0 Man Lift No 20 74.7 240 0 Pumps No 50 80.9 240 0 Front End Loader No 40 79.1 240 0 Backhoe No 40 77.6 240 0 Results Calculated (dBA)Noise Limits (dBA) Day Evening Night Equipment *Lmax Leq Lmax Leq Lmax Leq Lmax Compressor (air)64 60.1 N/A N/A N/A N/A N/A Concrete Saw 76 69 N/A N/A N/A N/A N/A Crane 66.9 59 N/A N/A N/A N/A N/A Excavator 67.1 63.1 N/A N/A N/A N/A N/A Man Lift 61.1 54.1 N/A N/A N/A N/A N/A Pumps 67.3 64.3 N/A N/A N/A N/A N/A Front End Loader 65.5 61.5 N/A N/A N/A N/A N/A Backhoe 63.9 60 N/A N/A N/A N/A N/A Total 76 72.3 N/A N/A N/A N/A N/A *Calculated Lmax is the Loudest value. Roadway Construction Noise Model (RCNM),Version 1.1 Report date:11/7/2017 Case Description:Bonita Glen_Grading ---- Receptor #1 ---- Baselines (dBA) Description Land Use Daytime Evening Night Nearest Receiver 75'Residential 65 60 55 Equipment Spec Actual Receptor Estimated Impact Lmax Lmax Distance Shielding Description Device Usage(%)(dBA)(dBA)(feet)(dBA) Tractor No 40 84 75 0 Dozer No 40 81.7 75 0 Flat Bed Truck No 40 74.3 75 0 Flat Bed Truck No 40 74.3 75 0 Flat Bed Truck No 40 74.3 100 0 Flat Bed Truck No 40 74.3 100 0 Flat Bed Truck No 40 74.3 100 0 Results Calculated (dBA)Noise Limits (dBA) Day Evening Night Equipment *Lmax Leq Lmax Leq Lmax Leq Lmax Tractor 80.5 76.5 N/A N/A N/A N/A N/A Dozer 78.1 74.2 N/A N/A N/A N/A N/A Flat Bed Truck 70.7 66.7 N/A N/A N/A N/A N/A Flat Bed Truck 70.7 66.7 N/A N/A N/A N/A N/A Flat Bed Truck 68.2 64.3 N/A N/A N/A N/A N/A Flat Bed Truck 68.2 64.3 N/A N/A N/A N/A N/A Flat Bed Truck 68.2 64.3 N/A N/A N/A N/A N/A Total 80.5 79.5 N/A N/A N/A N/A N/A *Calculated Lmax is the Loudest value. ---- Receptor #2 ---- Baselines (dBA) Description Land Use Daytime Evening Night Acoustical Center 240'Residential 65 60 55 Equipment Spec Actual Receptor Estimated Impact Lmax Lmax Distance Shielding Description Device Usage(%)(dBA)(dBA)(feet)(dBA) Tractor No 40 84 240 0 Dozer No 40 81.7 240 0 Flat Bed Truck No 40 74.3 240 0 Flat Bed Truck No 40 74.3 240 0 Flat Bed Truck No 40 74.3 240 0 Flat Bed Truck No 40 74.3 240 0 Flat Bed Truck No 40 74.3 240 0 Results Calculated (dBA)Noise Limits (dBA) Day Evening Night Equipment *Lmax Leq Lmax Leq Lmax Leq Lmax Tractor 70.4 66.4 N/A N/A N/A N/A N/A Dozer 68 64.1 N/A N/A N/A N/A N/A Flat Bed Truck 60.6 56.6 N/A N/A N/A N/A N/A Flat Bed Truck 60.6 56.6 N/A N/A N/A N/A N/A Flat Bed Truck 60.6 56.6 N/A N/A N/A N/A N/A Flat Bed Truck 60.6 56.6 N/A N/A N/A N/A N/A Flat Bed Truck 60.6 56.6 N/A N/A N/A N/A N/A Total 70.4 69.6 N/A N/A N/A N/A N/A *Calculated Lmax is the Loudest value. Roadway Construction Noise Model (RCNM),Version 1.1 Report date:11/7/2017 Case Description:Bonita Glen_Paving ---- Receptor #1 ---- Baselines (dBA) Description Land Use Daytime Evening Night Nearest Receiver 75'Residential 65 60 55 Equipment Spec Actual Receptor Estimated Impact Lmax Lmax Distance Shielding Description Device Usage(%)(dBA)(dBA)(feet)(dBA) All Other Equipment > 5 HP No 50 85 75 0 Roller No 20 80 75 0 Front End Loader No 40 79.1 75 0 Results Calculated (dBA)Noise Limits (dBA) Day Evening Night Equipment *Lmax Leq Lmax Leq Lmax Leq Lmax All Other Equipment > 5 HP 81.5 78.5 N/A N/A N/A N/A N/A Roller 76.5 69.5 N/A N/A N/A N/A N/A Front End Loader 75.6 71.6 N/A N/A N/A N/A N/A Total 81.5 79.7 N/A N/A N/A N/A N/A *Calculated Lmax is the Loudest value. ---- Receptor #2 ---- Baselines (dBA) Description Land Use Daytime Evening Night Acoustical Center 240'Residential 65 60 55 Equipment Spec Actual Receptor Estimated Impact Lmax Lmax Distance Shielding Description Device Usage(%)(dBA)(dBA)(feet)(dBA) All Other Equipment > 5 HP No 50 85 240 0 Roller No 20 80 240 0 Front End Loader No 40 79.1 240 0 Results Calculated (dBA)Noise Limits (dBA) Day Evening Night Equipment *Lmax Leq Lmax Leq Lmax Leq Lmax All Other Equipment > 5 HP 64 60.1 N/A N/A N/A N/A N/A Roller 76 69 N/A N/A N/A N/A N/A Front End Loader 66.9 59 N/A N/A N/A N/A N/A Total 76 72.3 N/A N/A N/A N/A N/A *Calculated Lmax is the Loudest value. Roadway Construction Noise Model (RCNM),Version 1.1 Report date:11/7/2017 Case Description:Bonita Glen_Site Preparation ---- Receptor #1 ---- Baselines (dBA) Description Land Use Daytime Evening Night Nearest Receiver 75'Residential 65 60 55 Equipment Spec Actual Receptor Estimated Impact Lmax Lmax Distance Shielding Description Device Usage(%)(dBA)(dBA)(feet)(dBA) Dozer No 40 81.7 75 0 Flat Bed Truck No 40 74.3 75 0 Flat Bed Truck No 40 74.3 75 0 Flat Bed Truck No 40 74.3 75 0 Results Calculated (dBA)Noise Limits (dBA) Day Evening Night Equipment *Lmax Leq Lmax Leq Lmax Leq Lmax Dozer 78.1 74.2 N/A N/A N/A N/A N/A Flat Bed Truck 70.7 66.7 N/A N/A N/A N/A N/A Flat Bed Truck 70.7 66.7 N/A N/A N/A N/A N/A Flat Bed Truck 70.7 66.7 N/A N/A N/A N/A N/A Total 78.1 76.1 N/A N/A N/A N/A N/A *Calculated Lmax is the Loudest value. ---- Receptor #2 ---- Baselines (dBA) Description Land Use Daytime Evening Night Typical Receiver 240'Residential 65 60 55 Equipment Spec Actual Receptor Estimated Impact Lmax Lmax Distance Shielding Description Device Usage(%)(dBA)(dBA)(feet)(dBA) Dozer No 40 81.7 240 0 Flat Bed Truck No 40 74.3 240 0 Flat Bed Truck No 40 74.3 240 0 Flat Bed Truck No 40 74.3 240 0 Results Calculated (dBA)Noise Limits (dBA) Day Evening Night Equipment *Lmax Leq Lmax Leq Lmax Leq Lmax Dozer 68 64.1 N/A N/A N/A N/A N/A Flat Bed Truck 60.6 56.6 N/A N/A N/A N/A N/A Flat Bed Truck 60.6 56.6 N/A N/A N/A N/A N/A Flat Bed Truck 60.6 56.6 N/A N/A N/A N/A N/A Total 68 66 N/A N/A N/A N/A N/A *Calculated Lmax is the Loudest value. ATTACHMENT 4 Traffic Noise Modeling Input and Output Results INPUT: ROADWAYS PN 10271 Dudek 30 March 2018 MG TNM 2.5 INPUT: ROADWAYS Average pavement type shall be used unlessPROJECT/CONTRACT:PN 10271 a State highway agency substantiates the useRUN:Bonita Glen Residential Proj Exist Rev031 of a different type with the approval of FHWARoadwayPointsNameWidthNameNo.Coordinates (pavement)Flow Control SegmentXYZControlSpeedPercentPvmt OnDeviceConstraintVehiclesTypeStruct?Affectedft ft ft ft mph % E Flower St s of Bonita 40.0 point25 25 269.1 2,122.5 50.00 Average point26 26 323.8 2,157.5 50.00 Average point27 27 396.0 2,262.5 50.00 E Flower St n of Bonita 40.0 point28 28 417.8 2,306.2 50.00 Average point29 29 446.3 2,406.9 50.00 Average point30 30 450.6 2,492.2 50.00 Average point31 31 439.7 2,557.8 50.00 Bonita Glen Dr - s of Bonita Rd 24.0 point32 32 1,225.0 2,204.0 42.00 Average point34 34 1,273.6 2,035.6 47.00 Average point35 35 1,322.2 1,871.5 50.00 Average point36 36 1,382.1 1,725.7 53.00 Average point37 37 1,447.2 1,658.0 61.00 Average point38 38 1,510.6 1,616.3 65.00 Average point39 39 1,587.0 1,594.6 69.00 Average point40 40 1,691.2 1,594.6 73.00 Average point41 41 1,791.0 1,592.0 78.00 Average point42 42 1,848.2 1,575.4 85.00 Average point43 43 1,916.4 1,526.5 92.00 Average point33 33 1,968.8 1,479.0 100.00 Bonita Glen Dr - s. of Vista Dr 24.0 point44 44 1,971.1 1,474.4 100.00 Average point45 45 1,986.9 1,447.6 104.00 Average point46 46 2,007.6 1,384.9 110.00 Average point47 47 2,015.2 1,232.2 119.00 Average point48 48 2,025.7 1,080.0 120.00 Vista Drive 24.0 point49 49 1,980.2 1,484.6 100.00 Average C:\TNM25\Project Files\Bonita Glen Resi PN 10271\Existing 0318 1 30 March 2018 INPUT: ROADWAYS PN 10271 point50 50 2,025.3 1,506.3 103.00 Average point51 51 2,047.0 1,531.4 101.00 Average point52 52 2,060.0 1,562.7 100.00 Average point53 53 2,080.0 1,631.3 99.00 Average point54 54 2,111.3 1,735.5 98.00 Average point55 55 2,115.6 1,786.7 92.00 Average point56 56 2,120.0 1,841.4 88.00 Average point57 57 2,100.0 1,865.7 84.00 Average point58 58 2,047.0 1,890.0 71.00 Average point59 59 1,781.4 1,886.5 61.00 Driveway 20.0 point60 60 2,128.6 1,848.3 88.00 Average point61 61 2,203.3 1,883.1 92.00 Average point62 62 2,232.0 1,890.9 96.00 Average point63 63 2,277.1 1,883.1 100.00 Average point64 64 2,314.4 1,853.5 101.00 Average point65 65 2,337.0 1,817.9 102.00 Average point66 66 2,346.5 1,798.8 104.00 Average point67 67 2,335.3 1,757.2 107.00 Average point68 68 2,279.7 1,600.9 112.00 Adrienne Dr 18.0 point70 70 2,034.0 1,244.8 119.00 Average point72 72 2,097.9 1,247.5 122.00 Average point73 73 2,190.4 1,257.9 125.00 Average point74 74 2,272.4 1,278.1 122.00 Average point75 75 2,315.6 1,287.4 119.00 Average point76 76 2,359.7 1,287.4 117.00 Average point77 77 2,409.3 1,281.9 117.00 Average point78 78 2,454.8 1,258.5 119.00 Average point79 79 2,511.3 1,192.3 120.00 Average point80 80 2,559.5 1,141.4 122.00 Average point81 81 2,562.3 1,106.9 123.00 Average point82 82 2,554.0 1,078.0 124.00 Average point83 83 2,541.6 1,042.1 125.00 Average point71 71 2,518.2 1,003.6 128.00 Sandalwood Dr 38.0 point84 84 278.5 1,838.9 56.00 Average point86 86 492.1 1,898.0 55.00 Average point87 87 563.3 1,925.8 52.00 Average point88 88 632.7 1,936.2 50.00 Average point89 89 764.7 1,939.6 48.00 Average point90 90 804.6 1,950.1 46.00 Average C:\TNM25\Project Files\Bonita Glen Resi PN 10271\Existing 0318 2 30 March 2018 INPUT: ROADWAYS PN 10271 point91 91 820.3 1,974.4 45.00 Average point92 92 823.7 2,017.8 44.00 Average point85 85 816.8 2,189.7 42.00 I-805 SB 80.0 point93 93 778.5 2,913.7 52.00 Average point95 95 1,344.5 2,646.3 62.00 Average point96 96 1,643.2 2,502.2 63.00 Average point97 97 1,778.6 2,432.8 64.00 Average point98 98 1,926.1 2,339.0 65.00 Average point100 100 2,092.8 2,222.7 68.00 Average point101 101 2,273.4 2,083.8 73.00 Average point102 102 2,407.1 1,960.5 75.00 Average point103 103 2,575.5 1,786.9 81.00 Average point104 104 2,684.9 1,651.5 82.00 Average point105 105 2,827.2 1,458.8 85.00 Average point106 106 2,966.1 1,189.7 88.00 Average point107 107 3,054.7 1,007.3 92.00 Average point94 94 3,115.4 870.2 98.00 I-805 NB 87.0 point108 108 3,242.8 916.0 98.00 Average point110 110 3,164.7 1,049.7 92.00 Average point111 111 3,048.3 1,271.9 88.00 Average point112 112 2,952.9 1,436.8 85.00 Average point113 113 2,763.6 1,707.7 82.00 Average point114 114 2,642.1 1,850.1 78.00 Average point115 115 2,452.8 2,055.0 75.00 Average point116 116 2,308.7 2,176.5 73.00 Average point117 117 2,175.0 2,280.7 68.00 Average point118 118 1,933.7 2,452.5 65.00 Average point119 119 1,612.5 2,617.5 60.00 Average point109 109 831.2 2,990.8 52.00 Bonita Rd west of Bonita Glen Drive-3 70.0 point121 121 2,066.4 2,247.7 44.00 Average point122 122 2,209.3 2,250.8 46.00 Bonita Rd west of Bonita Glen Drive 70.0 point1 1 256.2 2,358.0 50.00 Average point3 3 351.4 2,307.7 50.00 Average point4 4 400.6 2,284.7 50.00 Average point5 5 500.2 2,248.6 48.00 Average point6 6 582.2 2,228.9 45.00 Average point7 7 722.2 2,213.6 42.00 Average point8 8 819.5 2,212.5 42.00 Average point9 9 1,221.0 2,221.2 42.00C:\TNM25\Project Files\Bonita Glen Resi PN 10271\Existing 0318 3 30 March 2018 INPUT: ROADWAYS PN 10271 Bonita Rd e. of I-15 70.0 point123 123 2,220.1 2,251.3 46.00 Average point13 13 2,352.3 2,253.9 48.00 Average point14 14 2,425.3 2,255.3 48.00 Average point18 18 2,618.5 2,242.5 48.00 Average point19 19 2,946.4 2,203.9 48.00 Average point20 20 3,147.7 2,166.7 48.00 Bonita Rd east of Bonita Glen Drive 70.0 point132 132 1,221.0 2,221.2 42.00 Average point10 10 1,491.1 2,234.4 43.00 Average point11 11 1,730.7 2,238.7 43.00 Average point2 2 1,779.9 2,242.0 43.00 Average point133 133 1,869.0 2,243.7 43.33 Average point134 134 1,958.0 2,245.5 43.67 Bonita Rd west of Bonita Glen Drive-2 70.0 point135 135 1,971.9 2,247.2 43.67 Average point120 120 2,047.1 2,247.2 44.00 C:\TNM25\Project Files\Bonita Glen Resi PN 10271\Existing 0318 4 30 March 2018 INPUT: TRAFFIC FOR LAeq1h Percentages PN 10271 Dudek 30 March 2018 MG TNM 2.5 INPUT: TRAFFIC FOR LAeq1h Percentages PROJECT/CONTRACT:PN 10271 RUN:Bonita Glen Residential Proj Exist Rev031 Roadway PointsNameName No.SegmentTotal Autos MTrucks HTrucks Buses Motorcycles Volume P S P S P S P S P Sveh/hr % mph % mph % mph % mph % mph E Flower St s of Bonita point25 25 0 97 25 2 25 1 25 0 0 0 0 point26 26 0 97 25 2 25 1 25 0 0 0 0 point27 27 E Flower St n of Bonita point28 28 0 97 25 2 25 1 25 0 0 0 0 point29 29 0 97 25 2 25 1 25 0 0 0 0 point30 30 0 97 25 2 25 1 25 0 0 0 0 point31 31 Bonita Glen Dr - s of Bonita Rd point32 32 301 97 35 2 35 1 35 0 0 0 0 point34 34 301 97 35 2 35 1 35 0 0 0 0 point35 35 301 97 35 2 35 1 35 0 0 0 0 point36 36 301 97 35 2 35 1 35 0 0 0 0 point37 37 301 97 35 2 35 1 35 0 0 0 0 point38 38 301 97 35 2 35 1 35 0 0 0 0 point39 39 301 97 35 2 35 1 35 0 0 0 0 point40 40 301 97 35 2 35 1 35 0 0 0 0 point41 41 301 97 35 2 35 1 35 0 0 0 0 point42 42 301 97 35 2 35 1 35 0 0 0 0 point43 43 301 97 35 2 35 1 35 0 0 0 0 point33 33 Bonita Glen Dr - s. of Vista Dr point44 44 301 97 35 2 35 1 35 0 0 0 0 point45 45 301 97 35 2 35 1 35 0 0 0 0 point46 46 301 97 35 2 35 1 35 0 0 0 0 point47 47 301 97 35 2 35 1 35 0 0 0 0 C:\TNM25\Project Files\Bonita Glen Resi PN 10271\Existing 0318 1 30 March 2018 INPUT: TRAFFIC FOR LAeq1h Percentages PN 10271 point48 48 Vista Drive point49 49 0 97 25 2 25 1 25 0 0 0 0 point50 50 0 97 25 2 25 1 25 0 0 0 0 point51 51 0 97 25 2 25 1 25 0 0 0 0 point52 52 0 97 25 2 25 1 25 0 0 0 0 point53 53 0 97 25 2 25 1 25 0 0 0 0 point54 54 0 97 25 2 25 1 25 0 0 0 0 point55 55 0 97 25 2 25 1 25 0 0 0 0 point56 56 0 97 25 2 25 1 25 0 0 0 0 point57 57 0 97 25 2 25 1 25 0 0 0 0 point58 58 0 97 25 2 25 1 25 0 0 0 0 point59 59 Driveway point60 60 0 0 0 0 0 0 0 0 0 0 0 point61 61 0 0 0 0 0 0 0 0 0 0 0 point62 62 0 0 0 0 0 0 0 0 0 0 0 point63 63 0 0 0 0 0 0 0 0 0 0 0 point64 64 0 0 0 0 0 0 0 0 0 0 0 point65 65 0 0 0 0 0 0 0 0 0 0 0 point66 66 0 0 0 0 0 0 0 0 0 0 0 point67 67 0 0 0 0 0 0 0 0 0 0 0 point68 68 Adrienne Dr point70 70 0 97 15 2 15 1 15 0 0 0 0 point72 72 0 97 15 2 15 1 15 0 0 0 0 point73 73 0 97 15 2 15 1 15 0 0 0 0 point74 74 0 97 15 2 15 1 15 0 0 0 0 point75 75 0 97 15 2 15 1 15 0 0 0 0 point76 76 0 97 15 2 15 1 15 0 0 0 0 point77 77 0 97 15 2 15 1 15 0 0 0 0 point78 78 0 97 15 2 15 1 15 0 0 0 0 point79 79 0 97 15 2 15 1 15 0 0 0 0 point80 80 0 97 15 2 15 1 15 0 0 0 0 point81 81 0 97 15 2 15 1 15 0 0 0 0 point82 82 0 97 15 2 15 1 15 0 0 0 0 point83 83 0 97 15 2 15 1 15 0 0 0 0 point71 71 Sandalwood Dr point84 84 0 97 25 2 25 1 25 0 0 0 0C:\TNM25\Project Files\Bonita Glen Resi PN 10271\Existing 0318 2 30 March 2018 INPUT: TRAFFIC FOR LAeq1h Percentages PN 10271 point86 86 0 97 25 2 25 1 25 0 0 0 0 point87 87 0 97 25 2 25 1 25 0 0 0 0 point88 88 0 97 25 2 25 1 25 0 0 0 0 point89 89 0 97 25 2 25 1 25 0 0 0 0 point90 90 0 97 25 2 25 1 25 0 0 0 0 point91 91 0 97 25 2 25 1 25 0 0 0 0 point92 92 0 97 25 2 25 1 25 0 0 0 0 point85 85 I-805 SB point93 93 11350 94 65 3 65 3 65 0 0 0 0 point95 95 11350 94 65 3 65 3 65 0 0 0 0 point96 96 11350 94 65 3 65 3 65 0 0 0 0 point97 97 11350 94 65 3 65 3 65 0 0 0 0 point98 98 11350 94 65 3 65 3 65 0 0 0 0 point100 100 11350 94 65 3 65 3 65 0 0 0 0 point101 101 11350 94 65 3 65 3 65 0 0 0 0 point102 102 11350 94 65 3 65 3 65 0 0 0 0 point103 103 11350 94 65 3 65 3 65 0 0 0 0 point104 104 11350 94 65 3 65 3 65 0 0 0 0 point105 105 11350 94 65 3 65 3 65 0 0 0 0 point106 106 11350 94 65 3 65 3 65 0 0 0 0 point107 107 11350 94 65 3 65 3 65 0 0 0 0 point94 94 I-805 NB point108 108 9400 94 65 3 65 3 65 0 0 0 0 point110 110 9400 94 65 3 65 3 65 0 0 0 0 point111 111 9400 94 65 3 65 3 65 0 0 0 0 point112 112 9400 94 65 3 65 3 65 0 0 0 0 point113 113 9400 94 65 3 65 3 65 0 0 0 0 point114 114 9400 94 65 3 65 3 65 0 0 0 0 point115 115 9400 94 65 3 65 3 65 0 0 0 0 point116 116 9400 94 65 3 65 3 65 0 0 0 0 point117 117 9400 94 65 3 65 3 65 0 0 0 0 point118 118 9400 94 65 3 65 3 65 0 0 0 0 point119 119 9400 94 65 3 65 3 65 0 0 0 0 point109 109 Bonita Rd west of Bonita Glen Drive-3 point121 121 3282 97 35 2 35 1 35 0 0 0 0 point122 122C:\TNM25\Project Files\Bonita Glen Resi PN 10271\Existing 0318 3 30 March 2018 INPUT: TRAFFIC FOR LAeq1h Percentages PN 10271 Bonita Rd west of Bonita Glen Drive point1 1 2546 97 35 2 35 1 35 0 0 0 0 point3 3 2546 97 35 2 35 1 35 0 0 0 0 point4 4 2546 97 35 2 35 1 35 0 0 0 0 point5 5 2546 97 35 2 35 1 35 0 0 0 0 point6 6 2546 97 35 2 35 1 35 0 0 0 0 point7 7 2546 97 35 2 35 1 35 0 0 0 0 point8 8 2546 97 35 2 35 1 35 0 0 0 0 point9 9 Bonita Rd e. of I-15 point123 123 0 97 35 2 35 1 35 0 0 0 0 point13 13 0 97 35 2 35 1 35 0 0 0 0 point14 14 0 97 35 2 35 1 35 0 0 0 0 point18 18 0 97 35 2 35 1 35 0 0 0 0 point19 19 0 97 35 2 35 1 35 0 0 0 0 point20 20 Bonita Rd east of Bonita Glen Drive point132 132 3282 97 35 2 35 1 35 0 0 0 0 point10 10 3282 97 35 2 35 1 35 0 0 0 0 point11 11 3282 97 35 2 35 1 35 0 0 0 0 point2 2 3282 97 35 2 35 1 35 0 0 0 0 point133 133 3282 97 35 2 35 1 35 0 0 0 0 point134 134 Bonita Rd west of Bonita Glen Drive-2 point135 135 3282 97 35 2 35 1 35 0 0 0 0 point120 120 C:\TNM25\Project Files\Bonita Glen Resi PN 10271\Existing 0318 4 30 March 2018 INPUT: RECEIVERS PN 10271 Dudek 30 March 2018 MG TNM 2.5 INPUT: RECEIVERS PROJECT/CONTRACT:PN 10271 RUN:Bonita Glen Residential Proj Exist Rev031 ReceiverName No.#DUs Coordinates (ground)Height Input Sound Levels and Criteria ActiveXYZaboveExistingImpact Criteria NR inGroundLAeq1hLAeq1hSub'l Goal Calc. ft ft ft ft dBA dBA dB dB ST1 1 1 1,928.3 1,852.6 69.00 5.00 0.00 66 10.0 8.0 Y ST2 2 1 1,362.1 1,893.4 47.00 5.00 0.00 66 10.0 8.0 Y ST3 3 1 1,305.2 1,804.7 49.00 5.00 0.00 66 10.0 8.0 Y ST4 4 1 2,028.8 1,417.0 106.00 5.00 0.00 66 10.0 8.0 Y ST5 5 1 677.8 2,177.2 45.00 5.00 0.00 66 10.0 8.0 Y ST6 6 1 1,790.9 2,087.7 43.00 5.00 0.00 66 10.0 8.0 Y R1 - Resi E of Project Site 8 1 2,168.9 1,692.1 115.00 5.00 0.00 66 10.0 8.0 Y R2 - Resi adj to Bonita Glen Dr 10 1 617.3 2,143.4 44.00 5.00 0.00 66 10.0 8.0 Y C:\TNM25\Project Files\Bonita Glen Resi PN 10271\Existing 0318 1 30 March 2018 INPUT: BARRIERS PN 10271 Dudek 30 March 2018 MG TNM 2.5 INPUT: BARRIERS PROJECT/CONTRACT:PN 10271 RUN:Bonita Glen Residential Proj Exist Rev031 Barrier PointsNameTypeHeight If Wall If Berm Add'tnl Name No.Coordinates (bottom)Height SegmentMinMax$ per $ per Top Run:Rise $ per X Y Z at Seg Ht Perturbs On ImportantUnitUnitWidthUnitPointIncre-#Up #Dn Struct?Reflec-Area Vol. Length ment tions?ft ft $/sq ft $/cu yd ft ft:ft $/ft ft ft ft ft ft Barrier1 W 0.00 100.00 0.00 0.00 point1 1 1,782.5 2,026.2 61.00 35.00 0.00 0 0 point2 2 1,785.7 1,957.3 61.00 35.00 0.00 0 0 point3 3 1,942.2 1,961.7 62.00 35.00 0.00 0 0 point4 4 1,938.9 2,032.8 62.00 35.00 Barrier4 W 0.00 99.99 0.00 0.00 point15 15 1,383.0 2,063.3 47.00 10.00 0.00 0 0 point16 16 1,341.3 2,049.6 47.00 10.00 Barrier5 W 0.00 99.99 0.00 0.00 point17 17 1,538.6 1,953.0 49.00 35.00 0.00 0 0 point18 18 1,733.3 1,957.3 57.00 35.00 0.00 0 0 point19 19 1,731.1 2,089.7 57.00 35.00 0.00 0 0 point20 20 1,654.5 2,089.7 57.00 35.00 0.00 0 0 point21 21 1,653.4 2,024.1 57.00 35.00 0.00 0 0 point22 22 1,534.2 2,024.1 49.00 35.00 Barrier6 W 0.00 99.99 0.00 0.00 point23 23 782.5 2,847.5 52.00 4.00 0.00 0 0 point25 25 1,348.5 2,580.1 62.00 4.00 0.00 0 0 point26 26 1,647.2 2,436.0 64.00 4.00 0.00 0 0 point27 27 1,782.6 2,366.6 65.00 4.00 0.00 0 0 Y point28 28 1,930.1 2,272.8 66.00 4.00 0.00 0 0 Y point29 29 2,096.8 2,156.5 69.00 4.00 0.00 0 0 Y point30 30 2,277.4 2,012.6 74.00 4.00 0.00 0 0 point31 31 2,411.1 1,889.3 76.00 4.00 0.00 0 0 point32 32 2,574.4 1,715.7 82.00 4.00 0.00 0 0 point33 33 2,683.8 1,580.3 83.00 4.00 0.00 0 0 point34 34 2,800.8 1,400.2 86.00 4.00 0.00 0 0 point35 35 2,939.7 1,131.1 89.00 4.00 0.00 0 0 point36 36 3,041.0 938.6 93.00 4.00 0.00 0 0 point24 24 3,101.7 801.5 99.00 4.00 Denny's W 0.00 99.99 0.00 0.00 point37 37 1,513.1 2,092.0 57.00 12.00 0.00 0 0 point38 38 1,590.5 2,091.0 57.00 12.00 0.00 0 0 point39 39 1,590.5 2,168.3 57.00 12.00 0.00 0 0 point40 40 1,513.1 2,168.3 57.00 12.00 C:\TNM25\Project Files\Bonita Glen Resi PN 10271\Existing 0318 1 30 March 2018 INPUT: TERRAIN LINES PN 10271 Dudek 30 March 2018 MG TNM 2.5 INPUT: TERRAIN LINES PROJECT/CONTRACT:PN 10271 RUN:Bonita Glen Residential Proj Exist Rev031 Terrain Line PointsNameNo.Coordinates (ground)X Y Zft ft ft Terrain Line1 1 2,233.6 1,865.9 99.002 2,257.5 1,819.6 105.003 2,264.5 1,757.0 110.004 2,247.1 1,691.0 110.005 2,219.3 1,618.0 120.006 2,122.0 1,381.7 130.00 Terrain Line2 7 2,170.3 1,771.7 115.008 2,128.9 1,611.9 115.00 Terrain Line3 9 2,205.9 1,910.4 95.0010 2,108.1 1,947.1 86.0011 1,920.6 1,934.9 75.0012 1,741.4 1,934.9 61.00 C:\TNM25\Project Files\Bonita Glen Resi PN 10271\Existing 0318 1 30 March 2018 RESULTS: SOUND LEVELS PN 10271 Dudek 30 March 2018 MG TNM 2.5 Calculated with TNM 2.5 RESULTS: SOUND LEVELS PROJECT/CONTRACT: PN 10271 RUN: Bonita Glen Residential Proj Exist Rev031 BARRIER DESIGN: INPUT HEIGHTS Average pavement type shall be used unless a State highway agency substantiates the use ATMOSPHERICS: 68 deg F, 50% RH of a different type with approval of FHWA.ReceiverName No.#DUs Existing No Barrier With BarrierLAeq1hLAeq1h Increase over existing Type Calculated Noise ReductionCalculatedCrit'n Calculated Crit'n Impact LAeq1h Calculated Goal CalculatedSub'l Inc minusGoaldBA dBA dBA dB dB dBA dB dB dB ST1 1 1 0.0 60.6 66 60.6 10 ----60.6 0.0 8 -8.0 ST2 2 1 0.0 63.6 66 63.6 10 ----63.6 0.0 8 -8.0 ST3 3 1 0.0 63.7 66 63.7 10 ----63.7 0.0 8 -8.0 ST4 4 1 0.0 64.8 66 64.8 10 ----64.8 0.0 8 -8.0 ST5 5 1 0.0 69.9 66 69.9 10 Snd Lvl 69.9 0.0 8 -8.0 ST6 6 1 0.0 69.0 66 69.0 10 Snd Lvl 69.0 0.0 8 -8.0 R1 - Resi E of Project Site 8 1 0.0 72.3 66 72.3 10 Snd Lvl 72.3 0.0 8 -8.0 R2 - Resi adj to Bonita Glen Dr 10 1 0.0 66.5 66 66.5 10 Snd Lvl 66.5 0.0 8 -8.0 Dwelling Units # DUs Noise Reduction Min Avg Max dB dB dB All Selected 8 0.0 0.0 0.0 All Impacted 4 0.0 0.0 0.0 All that meet NR Goal 0 0.0 0.0 0.0 C:\TNM25\Project Files\Bonita Glen Resi PN 10271\Existing 0318 1 30 March 2018 INPUT: ROADWAYS PN 10271 Dudek 30 March 2018 MG TNM 2.5 INPUT: ROADWAYS Average pavement type shall be used unlessPROJECT/CONTRACT:PN 10271 a State highway agency substantiates the useRUN:Bonita Glen Resi Proj Ex w Prj Rev0318 of a different type with the approval of FHWARoadwayPointsNameWidthNameNo.Coordinates (pavement)Flow Control SegmentXYZControlSpeedPercentPvmt OnDeviceConstraintVehiclesTypeStruct?Affectedft ft ft ft mph % E Flower St s of Bonita 40.0 point25 25 269.1 2,122.5 50.00 Average point26 26 323.8 2,157.5 50.00 Average point27 27 396.0 2,262.5 50.00 E Flower St n of Bonita 40.0 point28 28 417.8 2,306.2 50.00 Average point29 29 446.3 2,406.9 50.00 Average point30 30 450.6 2,492.2 50.00 Average point31 31 439.7 2,557.8 50.00 Bonita Glen Dr - s of Bonita Rd 24.0 point32 32 1,225.0 2,204.0 42.00 Average point34 34 1,273.6 2,035.6 47.00 Average point35 35 1,322.2 1,871.5 50.00 Average point36 36 1,382.1 1,725.7 53.00 Average point37 37 1,447.2 1,658.0 61.00 Average point38 38 1,510.6 1,616.3 65.00 Average point39 39 1,587.0 1,594.6 69.00 Average point40 40 1,691.2 1,594.6 73.00 Average point41 41 1,791.0 1,592.0 78.00 Average point42 42 1,848.2 1,575.4 85.00 Average point43 43 1,916.4 1,526.5 92.00 Average point33 33 1,968.8 1,479.0 100.00 Bonita Glen Dr - s. of Vista Dr 24.0 point44 44 1,971.1 1,474.4 100.00 Average point45 45 1,986.9 1,447.6 104.00 Average point46 46 2,007.6 1,384.9 110.00 Average point47 47 2,015.2 1,232.2 119.00 Average point48 48 2,025.7 1,080.0 120.00 Vista Drive 24.0 point49 49 1,980.2 1,484.6 100.00 Average C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\EX W PRJ 0318 1 30 March 2018 INPUT: ROADWAYS PN 10271 point50 50 2,025.3 1,506.3 103.00 Average point51 51 2,047.0 1,531.4 101.00 Average point52 52 2,060.0 1,562.7 100.00 Average point53 53 2,080.0 1,631.3 99.00 Average point54 54 2,111.3 1,735.5 98.00 Average point55 55 2,115.6 1,786.7 92.00 Average point56 56 2,120.0 1,841.4 88.00 Average point57 57 2,100.0 1,865.7 84.00 Average point58 58 2,047.0 1,890.0 71.00 Average point59 59 1,781.4 1,886.5 61.00 Driveway 20.0 point60 60 2,128.6 1,848.3 88.00 Average point61 61 2,203.3 1,883.1 92.00 Average point62 62 2,232.0 1,890.9 99.00 Average point63 63 2,277.1 1,883.1 105.00 Average point64 64 2,314.4 1,853.5 104.00 Average point65 65 2,337.0 1,817.9 102.00 Average point66 66 2,346.5 1,798.8 104.00 Average point67 67 2,335.3 1,757.2 107.00 Average point68 68 2,279.7 1,600.9 112.00 Adrienne Dr 18.0 point70 70 2,034.0 1,244.8 119.00 Average point72 72 2,097.9 1,247.5 122.00 Average point73 73 2,190.4 1,257.9 125.00 Average point74 74 2,272.4 1,278.1 122.00 Average point75 75 2,315.6 1,287.4 119.00 Average point76 76 2,359.7 1,287.4 117.00 Average point77 77 2,409.3 1,281.9 117.00 Average point78 78 2,454.8 1,258.5 119.00 Average point79 79 2,511.3 1,192.3 120.00 Average point80 80 2,559.5 1,141.4 122.00 Average point81 81 2,562.3 1,106.9 123.00 Average point82 82 2,554.0 1,078.0 124.00 Average point83 83 2,541.6 1,042.1 125.00 Average point71 71 2,518.2 1,003.6 128.00 Sandalwood Dr 38.0 point84 84 278.5 1,838.9 56.00 Average point86 86 492.1 1,898.0 55.00 Average point87 87 563.3 1,925.8 52.00 Average point88 88 632.7 1,936.2 50.00 Average point89 89 764.7 1,939.6 48.00 Average point90 90 804.6 1,950.1 46.00 Average C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\EX W PRJ 0318 2 30 March 2018 INPUT: ROADWAYS PN 10271 point91 91 820.3 1,974.4 45.00 Average point92 92 823.7 2,017.8 44.00 Average point85 85 816.8 2,189.7 42.00 I-805 SB 80.0 point93 93 778.5 2,913.7 52.00 Average point95 95 1,344.5 2,646.3 62.00 Average point96 96 1,643.2 2,502.2 63.00 Average point97 97 1,778.6 2,432.8 64.00 Average point98 98 1,926.1 2,339.0 65.00 Average point100 100 2,092.8 2,222.7 68.00 Average point101 101 2,273.4 2,083.8 73.00 Average point102 102 2,407.1 1,960.5 75.00 Average point103 103 2,575.5 1,786.9 81.00 Average point104 104 2,684.9 1,651.5 82.00 Average point105 105 2,827.2 1,458.8 85.00 Average point106 106 2,966.1 1,189.7 88.00 Average point107 107 3,054.7 1,007.3 92.00 Average point94 94 3,115.4 870.2 98.00 I-805 NB 87.0 point108 108 3,242.8 916.0 98.00 Average point110 110 3,164.7 1,049.7 92.00 Average point111 111 3,048.3 1,271.9 88.00 Average point112 112 2,952.9 1,436.8 85.00 Average point113 113 2,763.6 1,707.7 82.00 Average point114 114 2,642.1 1,850.1 78.00 Average point115 115 2,452.8 2,055.0 75.00 Average point116 116 2,308.7 2,176.5 73.00 Average point117 117 2,175.0 2,280.7 68.00 Average point118 118 1,933.7 2,452.5 65.00 Average point119 119 1,612.5 2,617.5 60.00 Average point109 109 831.2 2,990.8 52.00 Bonita Rd east of Bonita Glen Drive-3 70.0 point121 121 2,066.4 2,247.7 44.00 Average point122 122 2,209.3 2,250.8 46.00 Bonita Rd west of Bonita Glen Drive 70.0 point1 1 256.2 2,358.0 50.00 Average point3 3 351.4 2,307.7 50.00 Average point4 4 400.6 2,284.7 50.00 Average point5 5 500.2 2,248.6 48.00 Average point6 6 582.2 2,228.9 45.00 Average point7 7 722.2 2,213.6 42.00 Average point8 8 819.5 2,212.5 42.00 Average point9 9 1,221.0 2,221.2 42.00C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\EX W PRJ 0318 3 30 March 2018 INPUT: ROADWAYS PN 10271 Bonita Rd e. of I-15 70.0 point123 123 2,220.1 2,251.3 46.00 Average point13 13 2,352.3 2,253.9 48.00 Average point14 14 2,425.3 2,255.3 48.00 Average point18 18 2,618.5 2,242.5 48.00 Average point19 19 2,946.4 2,203.9 48.00 Average point20 20 3,147.7 2,166.7 48.00 Bonita Rd east of Bonita Glen Drive 70.0 point132 132 1,221.0 2,221.2 42.00 Average point10 10 1,491.1 2,234.4 43.00 Average point11 11 1,730.7 2,238.7 43.00 Average point2 2 1,779.9 2,242.0 43.00 Average point133 133 1,869.0 2,243.7 43.33 Average point134 134 1,962.5 2,246.6 43.67 Bonita Rd east of Bonita Glen Drive-2 70.0 point135 135 1,973.1 2,246.6 43.67 Average point120 120 2,047.1 2,247.2 44.00 C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\EX W PRJ 0318 4 30 March 2018 INPUT: TRAFFIC FOR LAeq1h Percentages PN 10271 Dudek 30 March 2018 MG TNM 2.5 INPUT: TRAFFIC FOR LAeq1h Percentages PROJECT/CONTRACT:PN 10271 RUN:Bonita Glen Resi Proj Ex w Prj Rev0318 Roadway PointsNameName No.SegmentTotal Autos MTrucks HTrucks Buses Motorcycles Volume P S P S P S P S P Sveh/hr % mph % mph % mph % mph % mph E Flower St s of Bonita point25 25 0 97 25 2 25 1 25 0 0 0 0 point26 26 0 97 25 2 25 1 25 0 0 0 0 point27 27 E Flower St n of Bonita point28 28 0 97 25 2 25 1 25 0 0 0 0 point29 29 0 97 25 2 25 1 25 0 0 0 0 point30 30 0 97 25 2 25 1 25 0 0 0 0 point31 31 Bonita Glen Dr - s of Bonita Rd point32 32 403 97 35 2 35 1 35 0 0 0 0 point34 34 403 97 35 2 35 1 35 0 0 0 0 point35 35 403 97 35 2 35 1 35 0 0 0 0 point36 36 403 97 35 2 35 1 35 0 0 0 0 point37 37 403 97 35 2 35 1 35 0 0 0 0 point38 38 403 97 35 2 35 1 35 0 0 0 0 point39 39 403 97 35 2 35 1 35 0 0 0 0 point40 40 403 97 35 2 35 1 35 0 0 0 0 point41 41 403 97 35 2 35 1 35 0 0 0 0 point42 42 403 97 35 2 35 1 35 0 0 0 0 point43 43 403 97 35 2 35 1 35 0 0 0 0 point33 33 Bonita Glen Dr - s. of Vista Dr point44 44 301 97 35 2 35 1 35 0 0 0 0 point45 45 301 97 35 2 35 1 35 0 0 0 0 point46 46 301 97 35 2 35 1 35 0 0 0 0 point47 47 301 97 35 2 35 1 35 0 0 0 0 C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\EX W PRJ 0318 1 30 March 2018 INPUT: TRAFFIC FOR LAeq1h Percentages PN 10271 point48 48 Vista Drive point49 49 102 97 25 2 25 1 25 0 0 0 0 point50 50 102 97 25 2 25 1 25 0 0 0 0 point51 51 102 97 25 2 25 1 25 0 0 0 0 point52 52 102 97 25 2 25 1 25 0 0 0 0 point53 53 102 97 25 2 25 1 25 0 0 0 0 point54 54 102 97 25 2 25 1 25 0 0 0 0 point55 55 102 97 25 2 25 1 25 0 0 0 0 point56 56 102 97 25 2 25 1 25 0 0 0 0 point57 57 102 97 25 2 25 1 25 0 0 0 0 point58 58 102 97 25 2 25 1 25 0 0 0 0 point59 59 Driveway point60 60 0 0 0 0 0 0 0 0 0 0 0 point61 61 0 0 0 0 0 0 0 0 0 0 0 point62 62 0 0 0 0 0 0 0 0 0 0 0 point63 63 0 0 0 0 0 0 0 0 0 0 0 point64 64 0 0 0 0 0 0 0 0 0 0 0 point65 65 0 0 0 0 0 0 0 0 0 0 0 point66 66 0 0 0 0 0 0 0 0 0 0 0 point67 67 0 0 0 0 0 0 0 0 0 0 0 point68 68 Adrienne Dr point70 70 0 97 15 2 15 1 15 0 0 0 0 point72 72 0 97 15 2 15 1 15 0 0 0 0 point73 73 0 97 15 2 15 1 15 0 0 0 0 point74 74 0 97 15 2 15 1 15 0 0 0 0 point75 75 0 97 15 2 15 1 15 0 0 0 0 point76 76 0 97 15 2 15 1 15 0 0 0 0 point77 77 0 97 15 2 15 1 15 0 0 0 0 point78 78 0 97 15 2 15 1 15 0 0 0 0 point79 79 0 97 15 2 15 1 15 0 0 0 0 point80 80 0 97 15 2 15 1 15 0 0 0 0 point81 81 0 97 15 2 15 1 15 0 0 0 0 point82 82 0 97 15 2 15 1 15 0 0 0 0 point83 83 0 97 15 2 15 1 15 0 0 0 0 point71 71 Sandalwood Dr point84 84 0 97 25 2 25 1 25 0 0 0 0C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\EX W PRJ 0318 2 30 March 2018 INPUT: TRAFFIC FOR LAeq1h Percentages PN 10271 point86 86 0 97 25 2 25 1 25 0 0 0 0 point87 87 0 97 25 2 25 1 25 0 0 0 0 point88 88 0 97 25 2 25 1 25 0 0 0 0 point89 89 0 97 25 2 25 1 25 0 0 0 0 point90 90 0 97 25 2 25 1 25 0 0 0 0 point91 91 0 97 25 2 25 1 25 0 0 0 0 point92 92 0 97 25 2 25 1 25 0 0 0 0 point85 85 I-805 SB point93 93 11350 94 65 3 65 3 65 0 0 0 0 point95 95 11350 94 65 3 65 3 65 0 0 0 0 point96 96 11350 94 65 3 65 3 65 0 0 0 0 point97 97 11350 94 65 3 65 3 65 0 0 0 0 point98 98 11350 94 65 3 65 3 65 0 0 0 0 point100 100 11350 94 65 3 65 3 65 0 0 0 0 point101 101 11350 94 65 3 65 3 65 0 0 0 0 point102 102 11350 94 65 3 65 3 65 0 0 0 0 point103 103 11350 94 65 3 65 3 65 0 0 0 0 point104 104 11350 94 65 3 65 3 65 0 0 0 0 point105 105 11350 94 65 3 65 3 65 0 0 0 0 point106 106 11350 94 65 3 65 3 65 0 0 0 0 point107 107 11350 94 65 3 65 3 65 0 0 0 0 point94 94 I-805 NB point108 108 9400 94 65 3 65 3 65 0 0 0 0 point110 110 9400 94 65 3 65 3 65 0 0 0 0 point111 111 9400 94 65 3 65 3 65 0 0 0 0 point112 112 9400 94 65 3 65 3 65 0 0 0 0 point113 113 9400 94 65 3 65 3 65 0 0 0 0 point114 114 9400 94 65 3 65 3 65 0 0 0 0 point115 115 9400 94 65 3 65 3 65 0 0 0 0 point116 116 9400 94 65 3 65 3 65 0 0 0 0 point117 117 9400 94 65 3 65 3 65 0 0 0 0 point118 118 9400 94 65 3 65 3 65 0 0 0 0 point119 119 9400 94 65 3 65 3 65 0 0 0 0 point109 109 Bonita Rd east of Bonita Glen Drive-3 point121 121 3369 97 35 2 35 1 35 0 0 0 0 point122 122C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\EX W PRJ 0318 3 30 March 2018 INPUT: TRAFFIC FOR LAeq1h Percentages PN 10271 Bonita Rd west of Bonita Glen Drive point1 1 2561 97 35 2 35 1 35 0 0 0 0 point3 3 2561 97 35 2 35 1 35 0 0 0 0 point4 4 2561 97 35 2 35 1 35 0 0 0 0 point5 5 2561 97 35 2 35 1 35 0 0 0 0 point6 6 2561 97 35 2 35 1 35 0 0 0 0 point7 7 2561 97 35 2 35 1 35 0 0 0 0 point8 8 2561 97 35 2 35 1 35 0 0 0 0 point9 9 Bonita Rd e. of I-15 point123 123 0 97 35 2 35 1 35 0 0 0 0 point13 13 0 97 35 2 35 1 35 0 0 0 0 point14 14 0 97 35 2 35 1 35 0 0 0 0 point18 18 0 97 35 2 35 1 35 0 0 0 0 point19 19 0 97 35 2 35 1 35 0 0 0 0 point20 20 Bonita Rd east of Bonita Glen Drive point132 132 3369 97 35 2 35 1 35 0 0 0 0 point10 10 3369 97 35 2 35 1 35 0 0 0 0 point11 11 3369 97 35 2 35 1 35 0 0 0 0 point2 2 3369 97 35 2 35 1 35 0 0 0 0 point133 133 3369 97 35 2 35 1 35 0 0 0 0 point134 134 Bonita Rd east of Bonita Glen Drive-2 point135 135 3369 97 35 2 35 1 35 0 0 0 0 point120 120 C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\EX W PRJ 0318 4 30 March 2018 INPUT: RECEIVERS PN 10271 Dudek 30 March 2018 MG TNM 2.5 INPUT: RECEIVERS PROJECT/CONTRACT:PN 10271 RUN:Bonita Glen Resi Proj Ex w Prj Rev0318 ReceiverName No.#DUs Coordinates (ground)Height Input Sound Levels and Criteria ActiveXYZaboveExistingImpact Criteria NR inGroundLAeq1hLAeq1hSub'l Goal Calc. ft ft ft ft dBA dBA dB dB ST1 1 1 1,928.3 1,852.6 69.00 5.00 0.00 66 10.0 8.0 ST2 2 1 1,362.1 1,893.4 47.00 5.00 0.00 66 10.0 8.0 Y ST3 3 1 1,305.2 1,804.7 49.00 5.00 0.00 66 10.0 8.0 ST4 4 1 2,028.8 1,417.0 106.00 5.00 0.00 66 10.0 8.0 ST5 5 1 677.8 2,177.2 45.00 5.00 0.00 66 10.0 8.0 ST6 6 1 1,790.9 2,087.7 43.00 5.00 0.00 66 10.0 8.0 R1 - Resi E of Project Site 8 1 2,168.9 1,692.1 115.00 5.00 0.00 66 10.0 8.0 R2 - Resi adj to Bonita Glen Dr 10 1 617.3 2,143.4 44.00 5.00 0.00 66 10.0 8.0 C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\EX W PRJ 0318 1 30 March 2018 INPUT: BARRIERS PN 10271 Dudek 30 March 2018 MG TNM 2.5 INPUT: BARRIERS PROJECT/CONTRACT:PN 10271 RUN:Bonita Glen Resi Proj Ex w Prj Rev0318 Barrier PointsNameTypeHeight If Wall If Berm Add'tnl Name No.Coordinates (bottom)Height SegmentMinMax$ per $ per Top Run:Rise $ per X Y Z at Seg Ht Perturbs On ImportantUnitUnitWidthUnitPointIncre-#Up #Dn Struct?Reflec-Area Vol. Length ment tions?ft ft $/sq ft $/cu yd ft ft:ft $/ft ft ft ft ft ft Hotel Bldg 2 W 0.00 100.00 0.00 0.00 point1 1 1,782.5 2,026.2 61.00 35.00 0.00 0 0 point2 2 1,785.7 1,957.3 61.00 35.00 0.00 0 0 point3 3 1,942.2 1,961.7 62.00 35.00 0.00 0 0 point4 4 1,938.9 2,032.8 62.00 35.00 Gas Sta W 0.00 99.99 0.00 0.00 point15 15 1,383.0 2,063.3 47.00 10.00 0.00 0 0 point16 16 1,341.3 2,049.6 47.00 10.00 Hotle Bldg 1 W 0.00 99.99 0.00 0.00 point17 17 1,538.6 1,953.0 49.00 35.00 0.00 0 0 point18 18 1,733.3 1,957.3 57.00 35.00 0.00 0 0 point19 19 1,731.1 2,089.7 57.00 35.00 0.00 0 0 point20 20 1,654.5 2,089.7 57.00 35.00 0.00 0 0 point21 21 1,653.4 2,024.1 57.00 35.00 0.00 0 0 point22 22 1,534.2 2,024.1 49.00 35.00 Barrier16 W 0.00 99.99 0.00 0.00 point123 123 782.5 2,847.5 52.00 4.00 0.00 0 0 point125 125 1,348.5 2,580.1 62.00 4.00 0.00 0 0 point126 126 1,647.2 2,436.0 64.00 4.00 0.00 0 0 point127 127 1,782.6 2,366.6 65.00 4.00 0.00 0 0 Y point128 128 1,930.1 2,272.8 66.00 4.00 0.00 0 0 Y point129 129 2,096.8 2,156.5 69.00 4.00 0.00 0 0 Y point130 130 2,277.4 2,012.6 74.00 4.00 0.00 0 0 point131 131 2,411.1 1,889.3 76.00 4.00 0.00 0 0 point132 132 2,574.4 1,715.7 82.00 4.00 0.00 0 0 point133 133 2,683.8 1,580.3 83.00 4.00 0.00 0 0 point134 134 2,800.8 1,400.2 86.00 4.00 0.00 0 0 point135 135 2,939.7 1,131.1 89.00 4.00 0.00 0 0 point136 136 3,041.0 938.6 93.00 4.00 0.00 0 0 point124 124 3,101.7 801.5 99.00 4.00 Bldg 1 W 0.00 99.99 0.00 0.00 point226 226 1,958.9 1,596.0 92.00 35.00 0.00 0 0 point161 161 1,969.2 1,591.5 92.00 35.00 0.00 0 0 point162 162 1,963.1 1,580.3 92.00 35.00 0.00 0 0 point163 163 1,983.0 1,570.3 92.00 35.00 0.00 0 0 point164 164 1,987.6 1,581.2 92.00 35.00 0.00 0 0 point165 165 1,995.0 1,576.8 92.00 35.00 0.00 0 0 point166 166 2,042.8 1,673.8 91.00 35.00 0.00 0 0 point167 167 2,033.5 1,679.6 91.00 35.00 0.00 0 0 point168 168 2,038.2 1,687.2 91.00 35.00 0.00 0 0 C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\EX W PRJ 0318 1 30 March 2018 INPUT: BARRIERS PN 10271 point169 169 2,018.9 1,699.1 91.00 35.00 0.00 0 0 point170 170 2,012.1 1,688.1 91.00 35.00 0.00 0 0 point171 171 2,004.9 1,691.3 91.00 35.00 Bldg 6 W 0.00 99.99 0.00 0.00 point228 228 1,642.4 1,716.1 65.00 35.00 0.00 0 0 point185 185 1,651.0 1,713.3 65.00 35.00 0.00 0 0 point186 186 1,649.4 1,703.8 65.00 35.00 0.00 0 0 point187 187 1,669.3 1,698.9 65.00 35.00 0.00 0 0 point188 188 1,672.4 1,709.2 65.00 35.00 0.00 0 0 point189 189 1,681.1 1,706.7 65.00 35.00 0.00 0 0 point190 190 1,712.7 1,845.2 65.00 35.00 0.00 0 0 point191 191 1,705.1 1,847.4 65.00 35.00 0.00 0 0 point192 192 1,707.8 1,858.1 65.00 35.00 0.00 0 0 point193 193 1,686.5 1,863.6 65.00 35.00 0.00 0 0 point194 194 1,684.3 1,852.8 65.00 35.00 0.00 0 0 point195 195 1,673.9 1,854.2 65.00 35.00 Bldg 5 W 0.00 99.99 0.00 0.00 point230 230 1,770.8 1,678.6 67.00 35.00 0.00 0 0 point197 197 1,784.2 1,675.8 67.00 35.00 0.00 0 0 point198 198 1,783.5 1,664.3 67.00 35.00 0.00 0 0 point199 199 1,797.9 1,659.3 67.00 35.00 0.00 0 0 point200 200 1,800.7 1,671.0 70.00 35.00 0.00 0 0 point201 201 1,808.0 1,669.0 70.00 35.00 0.00 0 0 point202 202 1,842.1 1,809.1 70.00 35.00 0.00 0 0 point203 203 1,834.2 1,811.0 70.00 35.00 0.00 0 0 point204 204 1,835.8 1,819.4 70.00 35.00 0.00 0 0 point205 205 1,815.3 1,824.1 70.00 35.00 0.00 0 0 point206 206 1,813.2 1,815.6 70.00 35.00 0.00 0 0 point207 207 1,803.9 1,817.3 70.00 35.00 Bldg 3 W 0.00 99.99 0.00 0.00 point232 232 1,885.0 1,748.8 73.00 35.00 0.00 0 0 point209 209 1,923.1 1,745.8 73.00 35.00 0.00 0 0 point210 210 1,930.5 1,835.9 73.00 35.00 0.00 0 0 point211 211 1,923.4 1,836.7 73.00 35.00 0.00 0 0 point212 212 1,922.6 1,847.1 73.00 35.00 0.00 0 0 point213 213 1,900.8 1,848.7 73.00 35.00 0.00 0 0 point214 214 1,900.2 1,838.1 73.00 35.00 0.00 0 0 point215 215 1,890.7 1,839.2 73.00 35.00 Bldg 4 W 0.00 99.99 0.00 0.00 point235 235 1,838.8 1,654.7 75.00 35.00 0.00 0 0 point217 217 1,849.5 1,649.5 75.00 35.00 0.00 0 0 point218 218 1,845.4 1,640.5 75.00 35.00 0.00 0 0 point219 219 1,864.7 1,631.2 75.00 35.00 0.00 0 0 point220 220 1,868.0 1,641.0 75.00 35.00 0.00 0 0 point221 221 1,877.3 1,637.9 75.00 35.00 0.00 0 0 point222 222 1,916.0 1,719.8 75.00 35.00 0.00 0 0 point223 223 1,880.1 1,737.8 75.00 35.00 Bldg 2 W 0.00 99.99 0.00 0.00 point237 237 2,016.1 1,731.0 87.00 35.00 0.00 0 0 point173 173 2,023.7 1,729.4 87.00 35.00 0.00 0 0 point174 174 2,023.4 1,718.6 87.00 35.00 0.00 0 0 point175 175 2,045.3 1,715.9 87.00 35.00 0.00 0 0 point176 176 2,046.3 1,729.5 87.00 35.00 0.00 0 0 point177 177 2,054.3 1,730.4 87.00 35.00 0.00 0 0 C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\EX W PRJ 0318 2 30 March 2018 INPUT: BARRIERS PN 10271 point178 178 2,061.1 1,836.0 85.00 35.00 0.00 0 0 point179 179 2,052.3 1,836.5 85.00 35.00 0.00 0 0 point180 180 2,052.9 1,846.9 85.00 35.00 0.00 0 0 point181 181 2,030.5 1,846.9 85.00 35.00 0.00 0 0 point182 182 2,030.5 1,839.2 85.00 35.00 0.00 0 0 point183 183 2,021.2 1,840.4 85.00 35.00 Bldg 7 W 0.00 99.99 0.00 0.00 point224 224 1,435.8 1,758.9 58.00 45.00 0.00 0 0 point154 154 1,493.6 1,788.4 59.00 45.00 0.00 0 0 point155 155 1,556.9 1,650.9 61.00 45.00 0.00 0 0 point156 156 1,609.1 1,675.6 61.00 45.00 0.00 0 0 point157 157 1,521.7 1,869.3 53.00 45.00 0.00 0 0 point158 158 1,461.3 1,842.1 52.00 45.00 0.00 0 0 point238 238 1,444.8 1,877.1 52.00 45.00 0.00 0 0 point239 239 1,390.8 1,851.4 52.00 45.00 Denny's W 0.00 99.99 0.00 0.00 point240 240 1,513.1 2,092.0 57.00 12.00 0.00 0 0 point241 241 1,590.5 2,091.0 57.00 12.00 0.00 0 0 point242 242 1,590.5 2,168.3 57.00 12.00 0.00 0 0 point243 243 1,513.1 2,168.3 57.00 12.00 C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\EX W PRJ 0318 3 30 March 2018 INPUT: TERRAIN LINES PN 10271 Dudek 30 March 2018 MG TNM 2.5 INPUT: TERRAIN LINES PROJECT/CONTRACT:PN 10271 RUN:Bonita Glen Resi Proj Ex w Prj Rev0318 Terrain Line PointsNameNo.Coordinates (ground)X Y Zft ft ft Terrain Line1 1 2,233.6 1,865.9 99.002 2,257.5 1,819.6 105.003 2,264.5 1,757.0 110.004 2,247.1 1,691.0 110.005 2,219.3 1,618.0 120.006 2,122.0 1,381.7 130.00 Terrain Line2 7 2,205.9 1,910.4 95.008 2,108.1 1,947.1 86.009 1,920.6 1,934.9 75.0010 1,741.4 1,934.9 61.00 Terrain Line3 11 2,170.3 1,771.7 115.0012 2,128.9 1,611.9 115.00 C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\EX W PRJ 0318 1 30 March 2018 RESULTS: SOUND LEVELS PN 10271 Dudek 30 March 2018 MG TNM 2.5 Calculated with TNM 2.5 RESULTS: SOUND LEVELS PROJECT/CONTRACT: PN 10271 RUN: Bonita Glen Resi Proj Ex w Prj Rev0318 BARRIER DESIGN: INPUT HEIGHTS Average pavement type shall be used unless a State highway agency substantiates the use ATMOSPHERICS: 68 deg F, 50% RH of a different type with approval of FHWA.ReceiverName No.#DUs Existing No Barrier With BarrierLAeq1hLAeq1h Increase over existing Type Calculated Noise ReductionCalculatedCrit'n Calculated Crit'n Impact LAeq1h Calculated Goal CalculatedSub'l Inc minusGoaldBA dBA dBA dB dB dBA dB dB dB ST1 1 1 0.0 60.9 66 60.9 10 ----60.9 0.0 8 -8.0 ST2 2 1 0.0 64.1 66 64.1 10 ----64.1 0.0 8 -8.0 ST3 3 1 0.0 64.2 66 64.2 10 ----64.2 0.0 8 -8.0 ST4 4 1 0.0 63.0 66 63.0 10 ----63.0 0.0 8 -8.0 ST5 5 1 0.0 69.9 66 69.9 10 Snd Lvl 69.9 0.0 8 -8.0 ST6 6 1 0.0 69.1 66 69.1 10 Snd Lvl 69.1 0.0 8 -8.0 R1 - Resi E of Project Site 8 1 0.0 71.7 66 71.7 10 Snd Lvl 71.7 0.0 8 -8.0 R2 - Resi adj to Bonita Glen Dr 10 1 0.0 66.5 66 66.5 10 Snd Lvl 66.5 0.0 8 -8.0 Dwelling Units # DUs Noise Reduction Min Avg Max dB dB dB All Selected 8 0.0 0.0 0.0 All Impacted 4 0.0 0.0 0.0 All that meet NR Goal 0 0.0 0.0 0.0 C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\EX W PRJ 0318 1 30 March 2018 INPUT: ROADWAYS PN 10271 Dudek 30 March 2018 MG TNM 2.5 INPUT: ROADWAYS Average pavement type shall be used unlessPROJECT/CONTRACT:PN 10271 a State highway agency substantiates the useRUN:Bonita Glen Resi Proj Yr 2035 Rev0318 of a different type with the approval of FHWARoadwayPointsNameWidthNameNo.Coordinates (pavement)Flow Control SegmentXYZControlSpeedPercentPvmt OnDeviceConstraintVehiclesTypeStruct?Affectedft ft ft ft mph % E Flower St s of Bonita 40.0 point25 25 269.1 2,122.5 50.00 Average point26 26 323.8 2,157.5 50.00 Average point27 27 396.0 2,262.5 50.00 E Flower St n of Bonita 40.0 point28 28 417.8 2,306.2 50.00 Average point29 29 446.3 2,406.9 50.00 Average point30 30 450.6 2,492.2 50.00 Average point31 31 439.7 2,557.8 50.00 Bonita Glen Dr - s of Bonita Rd 24.0 point32 32 1,225.0 2,204.0 42.00 Average point34 34 1,273.6 2,035.6 47.00 Average point35 35 1,322.2 1,871.5 50.00 Average point36 36 1,382.1 1,725.7 53.00 Average point37 37 1,447.2 1,658.0 61.00 Average point38 38 1,510.6 1,616.3 65.00 Average point39 39 1,587.0 1,594.6 69.00 Average point40 40 1,691.2 1,594.6 73.00 Average point41 41 1,791.0 1,592.0 78.00 Average point42 42 1,848.2 1,575.4 85.00 Average point43 43 1,916.4 1,526.5 92.00 Average point33 33 1,968.8 1,479.0 100.00 Bonita Glen Dr - s. of Vista Dr 24.0 point44 44 1,971.1 1,474.4 100.00 Average point45 45 1,986.9 1,447.6 104.00 Average point46 46 2,007.6 1,384.9 110.00 Average point47 47 2,015.2 1,232.2 119.00 Average point48 48 2,025.7 1,080.0 120.00 Vista Drive 24.0 point49 49 1,980.2 1,484.6 100.00 Average C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\Yr 2035 0318 1 30 March 2018 INPUT: ROADWAYS PN 10271 point50 50 2,025.3 1,506.3 103.00 Average point51 51 2,047.0 1,531.4 101.00 Average point52 52 2,060.0 1,562.7 100.00 Average point53 53 2,080.0 1,631.3 99.00 Average point54 54 2,111.3 1,735.5 98.00 Average point55 55 2,115.6 1,786.7 92.00 Average point56 56 2,120.0 1,841.4 88.00 Average point57 57 2,100.0 1,865.7 84.00 Average point58 58 2,047.0 1,890.0 71.00 Average point59 59 1,781.4 1,886.5 61.00 Driveway 20.0 point60 60 2,128.6 1,848.3 88.00 Average point61 61 2,203.3 1,883.1 92.00 Average point62 62 2,232.0 1,890.9 99.00 Average point63 63 2,277.1 1,883.1 105.00 Average point64 64 2,314.4 1,853.5 104.00 Average point65 65 2,337.0 1,817.9 102.00 Average point66 66 2,346.5 1,798.8 104.00 Average point67 67 2,335.3 1,757.2 107.00 Average point68 68 2,279.7 1,600.9 112.00 Adrienne Dr 18.0 point70 70 2,034.0 1,244.8 119.00 Average point72 72 2,097.9 1,247.5 122.00 Average point73 73 2,190.4 1,257.9 125.00 Average point74 74 2,272.4 1,278.1 122.00 Average point75 75 2,315.6 1,287.4 119.00 Average point76 76 2,359.7 1,287.4 117.00 Average point77 77 2,409.3 1,281.9 117.00 Average point78 78 2,454.8 1,258.5 119.00 Average point79 79 2,511.3 1,192.3 120.00 Average point80 80 2,559.5 1,141.4 122.00 Average point81 81 2,562.3 1,106.9 123.00 Average point82 82 2,554.0 1,078.0 124.00 Average point83 83 2,541.6 1,042.1 125.00 Average point71 71 2,518.2 1,003.6 128.00 Sandalwood Dr 38.0 point84 84 278.5 1,838.9 56.00 Average point86 86 492.1 1,898.0 55.00 Average point87 87 563.3 1,925.8 52.00 Average point88 88 632.7 1,936.2 50.00 Average point89 89 764.7 1,939.6 48.00 Average point90 90 804.6 1,950.1 46.00 Average C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\Yr 2035 0318 2 30 March 2018 INPUT: ROADWAYS PN 10271 point91 91 820.3 1,974.4 45.00 Average point92 92 823.7 2,017.8 44.00 Average point85 85 816.8 2,189.7 42.00 I-805 SB 80.0 point93 93 778.5 2,913.7 52.00 Average point95 95 1,344.5 2,646.3 62.00 Average point96 96 1,643.2 2,502.2 63.00 Average point97 97 1,778.6 2,432.8 64.00 Average point98 98 1,926.1 2,339.0 65.00 Average point100 100 2,092.8 2,222.7 68.00 Average point101 101 2,273.4 2,083.8 73.00 Average point102 102 2,407.1 1,960.5 75.00 Average point103 103 2,575.5 1,786.9 81.00 Average point104 104 2,684.9 1,651.5 82.00 Average point105 105 2,827.2 1,458.8 85.00 Average point106 106 2,966.1 1,189.7 88.00 Average point107 107 3,054.7 1,007.3 92.00 Average point94 94 3,115.4 870.2 98.00 I-805 NB 87.0 point108 108 3,242.8 916.0 98.00 Average point110 110 3,164.7 1,049.7 92.00 Average point111 111 3,048.3 1,271.9 88.00 Average point112 112 2,952.9 1,436.8 85.00 Average point113 113 2,763.6 1,707.7 82.00 Average point114 114 2,642.1 1,850.1 78.00 Average point115 115 2,452.8 2,055.0 75.00 Average point116 116 2,308.7 2,176.5 73.00 Average point117 117 2,175.0 2,280.7 68.00 Average point118 118 1,933.7 2,452.5 65.00 Average point119 119 1,612.5 2,617.5 60.00 Average point109 109 831.2 2,990.8 52.00 Bonita Rd east of Bonita Glen Drive-3 70.0 point121 121 2,066.4 2,247.7 44.00 Average point122 122 2,209.3 2,250.8 46.00 Bonita Rd west of Bonita Glen Drive 70.0 point1 1 256.2 2,358.0 50.00 Average point3 3 351.4 2,307.7 50.00 Average point4 4 400.6 2,284.7 50.00 Average point5 5 500.2 2,248.6 48.00 Average point6 6 582.2 2,228.9 45.00 Average point7 7 722.2 2,213.6 42.00 Average point8 8 819.5 2,212.5 42.00 Average point9 9 1,221.0 2,221.2 42.00C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\Yr 2035 0318 3 30 March 2018 INPUT: ROADWAYS PN 10271 Bonita Rd e. of I-15 70.0 point123 123 2,220.1 2,251.3 46.00 Average point13 13 2,352.3 2,253.9 48.00 Average point14 14 2,425.3 2,255.3 48.00 Average point18 18 2,618.5 2,242.5 48.00 Average point19 19 2,946.4 2,203.9 48.00 Average point20 20 3,147.7 2,166.7 48.00 Bonita Rd east of Bonita Glen Drive 70.0 point132 132 1,221.0 2,221.2 42.00 Average point10 10 1,491.1 2,234.4 43.00 Average point11 11 1,730.7 2,238.7 43.00 Average point2 2 1,779.9 2,242.0 43.00 Average point133 133 1,869.0 2,243.7 43.33 Average point134 134 1,958.0 2,245.5 43.67 Bonita Rd east of Bonita Glen Drive-2 70.0 point135 135 1,975.4 2,246.2 43.67 Average point120 120 2,047.1 2,247.2 44.00 C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\Yr 2035 0318 4 30 March 2018 INPUT: TRAFFIC FOR LAeq1h Percentages PN 10271 Dudek 30 March 2018 MG TNM 2.5 INPUT: TRAFFIC FOR LAeq1h Percentages PROJECT/CONTRACT:PN 10271 RUN:Bonita Glen Resi Proj Yr 2035 Rev0318 Roadway PointsNameName No.SegmentTotal Autos MTrucks HTrucks Buses Motorcycles Volume P S P S P S P S P Sveh/hr % mph % mph % mph % mph % mph E Flower St s of Bonita point25 25 0 97 25 2 25 1 25 0 0 0 0 point26 26 0 97 25 2 25 1 25 0 0 0 0 point27 27 E Flower St n of Bonita point28 28 0 97 25 2 25 1 25 0 0 0 0 point29 29 0 97 25 2 25 1 25 0 0 0 0 point30 30 0 97 25 2 25 1 25 0 0 0 0 point31 31 Bonita Glen Dr - s of Bonita Rd point32 32 500 97 35 2 35 1 35 0 0 0 0 point34 34 500 97 35 2 35 1 35 0 0 0 0 point35 35 500 97 35 2 35 1 35 0 0 0 0 point36 36 500 97 35 2 35 1 35 0 0 0 0 point37 37 500 97 35 2 35 1 35 0 0 0 0 point38 38 500 97 35 2 35 1 35 0 0 0 0 point39 39 500 97 35 2 35 1 35 0 0 0 0 point40 40 500 97 35 2 35 1 35 0 0 0 0 point41 41 500 97 35 2 35 1 35 0 0 0 0 point42 42 500 97 35 2 35 1 35 0 0 0 0 point43 43 500 97 35 2 35 1 35 0 0 0 0 point33 33 Bonita Glen Dr - s. of Vista Dr point44 44 500 97 35 2 35 1 35 0 0 0 0 point45 45 500 97 35 2 35 1 35 0 0 0 0 point46 46 500 97 35 2 35 1 35 0 0 0 0 point47 47 500 97 35 2 35 1 35 0 0 0 0 C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\Yr 2035 0318 1 30 March 2018 INPUT: TRAFFIC FOR LAeq1h Percentages PN 10271 point48 48 Vista Drive point49 49 0 97 25 2 25 1 25 0 0 0 0 point50 50 0 97 25 2 25 1 25 0 0 0 0 point51 51 0 97 25 2 25 1 25 0 0 0 0 point52 52 0 97 25 2 25 1 25 0 0 0 0 point53 53 0 97 25 2 25 1 25 0 0 0 0 point54 54 0 97 25 2 25 1 25 0 0 0 0 point55 55 0 97 25 2 25 1 25 0 0 0 0 point56 56 0 97 25 2 25 1 25 0 0 0 0 point57 57 0 97 25 2 25 1 25 0 0 0 0 point58 58 0 97 25 2 25 1 25 0 0 0 0 point59 59 Driveway point60 60 0 0 0 0 0 0 0 0 0 0 0 point61 61 0 0 0 0 0 0 0 0 0 0 0 point62 62 0 0 0 0 0 0 0 0 0 0 0 point63 63 0 0 0 0 0 0 0 0 0 0 0 point64 64 0 0 0 0 0 0 0 0 0 0 0 point65 65 0 0 0 0 0 0 0 0 0 0 0 point66 66 0 0 0 0 0 0 0 0 0 0 0 point67 67 0 0 0 0 0 0 0 0 0 0 0 point68 68 Adrienne Dr point70 70 0 97 15 2 15 1 15 0 0 0 0 point72 72 0 97 15 2 15 1 15 0 0 0 0 point73 73 0 97 15 2 15 1 15 0 0 0 0 point74 74 0 97 15 2 15 1 15 0 0 0 0 point75 75 0 97 15 2 15 1 15 0 0 0 0 point76 76 0 97 15 2 15 1 15 0 0 0 0 point77 77 0 97 15 2 15 1 15 0 0 0 0 point78 78 0 97 15 2 15 1 15 0 0 0 0 point79 79 0 97 15 2 15 1 15 0 0 0 0 point80 80 0 97 15 2 15 1 15 0 0 0 0 point81 81 0 97 15 2 15 1 15 0 0 0 0 point82 82 0 97 15 2 15 1 15 0 0 0 0 point83 83 0 97 15 2 15 1 15 0 0 0 0 point71 71 Sandalwood Dr point84 84 0 97 25 2 25 1 25 0 0 0 0C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\Yr 2035 0318 2 30 March 2018 INPUT: TRAFFIC FOR LAeq1h Percentages PN 10271 point86 86 0 97 25 2 25 1 25 0 0 0 0 point87 87 0 97 25 2 25 1 25 0 0 0 0 point88 88 0 97 25 2 25 1 25 0 0 0 0 point89 89 0 97 25 2 25 1 25 0 0 0 0 point90 90 0 97 25 2 25 1 25 0 0 0 0 point91 91 0 97 25 2 25 1 25 0 0 0 0 point92 92 0 97 25 2 25 1 25 0 0 0 0 point85 85 I-805 SB point93 93 11350 94 65 3 65 3 65 0 0 0 0 point95 95 11350 94 65 3 65 3 65 0 0 0 0 point96 96 11350 94 65 3 65 3 65 0 0 0 0 point97 97 11350 94 65 3 65 3 65 0 0 0 0 point98 98 11350 94 65 3 65 3 65 0 0 0 0 point100 100 11350 94 65 3 65 3 65 0 0 0 0 point101 101 11350 94 65 3 65 3 65 0 0 0 0 point102 102 11350 94 65 3 65 3 65 0 0 0 0 point103 103 11350 94 65 3 65 3 65 0 0 0 0 point104 104 11350 94 65 3 65 3 65 0 0 0 0 point105 105 11350 94 65 3 65 3 65 0 0 0 0 point106 106 11350 94 65 3 65 3 65 0 0 0 0 point107 107 11350 94 65 3 65 3 65 0 0 0 0 point94 94 I-805 NB point108 108 9400 94 65 3 65 3 65 0 0 0 0 point110 110 9400 94 65 3 65 3 65 0 0 0 0 point111 111 9400 94 65 3 65 3 65 0 0 0 0 point112 112 9400 94 65 3 65 3 65 0 0 0 0 point113 113 9400 94 65 3 65 3 65 0 0 0 0 point114 114 9400 94 65 3 65 3 65 0 0 0 0 point115 115 9400 94 65 3 65 3 65 0 0 0 0 point116 116 9400 94 65 3 65 3 65 0 0 0 0 point117 117 9400 94 65 3 65 3 65 0 0 0 0 point118 118 9400 94 65 3 65 3 65 0 0 0 0 point119 119 9400 94 65 3 65 3 65 0 0 0 0 point109 109 Bonita Rd east of Bonita Glen Drive-3 point121 121 3880 97 35 2 35 1 35 0 0 0 0 point122 122C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\Yr 2035 0318 3 30 March 2018 INPUT: TRAFFIC FOR LAeq1h Percentages PN 10271 Bonita Rd west of Bonita Glen Drive point1 1 3660 97 35 2 35 1 35 0 0 0 0 point3 3 3660 97 35 2 35 1 35 0 0 0 0 point4 4 3660 97 35 2 35 1 35 0 0 0 0 point5 5 3660 97 35 2 35 1 35 0 0 0 0 point6 6 3660 97 35 2 35 1 35 0 0 0 0 point7 7 3660 97 35 2 35 1 35 0 0 0 0 point8 8 3660 97 35 2 35 1 35 0 0 0 0 point9 9 Bonita Rd e. of I-15 point123 123 0 97 35 2 35 1 35 0 0 0 0 point13 13 0 97 35 2 35 1 35 0 0 0 0 point14 14 0 97 35 2 35 1 35 0 0 0 0 point18 18 0 97 35 2 35 1 35 0 0 0 0 point19 19 0 97 35 2 35 1 35 0 0 0 0 point20 20 Bonita Rd east of Bonita Glen Drive point132 132 3880 97 35 2 35 1 35 0 0 0 0 point10 10 3880 97 35 2 35 1 35 0 0 0 0 point11 11 3880 97 35 2 35 1 35 0 0 0 0 point2 2 3880 97 35 2 35 1 35 0 0 0 0 point133 133 3880 97 35 2 35 1 35 0 0 0 0 point134 134 Bonita Rd east of Bonita Glen Drive-2 point135 135 3880 97 35 2 35 1 35 0 0 0 0 point120 120 C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\Yr 2035 0318 4 30 March 2018 INPUT: RECEIVERS PN 10271 Dudek 30 March 2018 MG TNM 2.5 INPUT: RECEIVERS PROJECT/CONTRACT:PN 10271 RUN:Bonita Glen Resi Proj Yr 2035 Rev0318 ReceiverName No.#DUs Coordinates (ground)Height Input Sound Levels and Criteria ActiveXYZaboveExistingImpact Criteria NR inGroundLAeq1hLAeq1hSub'l Goal Calc. ft ft ft ft dBA dBA dB dB ST1 1 1 1,928.3 1,852.6 69.00 5.00 0.00 66 10.0 8.0 Y ST2 2 1 1,362.1 1,893.4 47.00 5.00 0.00 66 10.0 8.0 Y ST3 3 1 1,305.2 1,804.7 49.00 5.00 0.00 66 10.0 8.0 Y ST4 4 1 2,028.8 1,417.0 106.00 5.00 0.00 66 10.0 8.0 Y ST5 5 1 677.8 2,177.2 45.00 5.00 0.00 66 10.0 8.0 Y ST6 6 1 1,790.9 2,087.7 43.00 5.00 0.00 66 10.0 8.0 Y R1 - Resi E of Project Site 8 1 2,168.9 1,692.1 115.00 5.00 0.00 66 10.0 8.0 Y R2 - Resi adj to Bonita Glen Dr 10 1 617.3 2,143.4 44.00 5.00 0.00 66 10.0 8.0 Y C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\Yr 2035 0318 1 30 March 2018 INPUT: BARRIERS PN 10271 Dudek 30 March 2018 MG TNM 2.5 INPUT: BARRIERS PROJECT/CONTRACT:PN 10271 RUN:Bonita Glen Resi Proj Yr 2035 Rev0318 Barrier PointsNameTypeHeight If Wall If Berm Add'tnl Name No.Coordinates (bottom)Height SegmentMinMax$ per $ per Top Run:Rise $ per X Y Z at Seg Ht Perturbs On ImportantUnitUnitWidthUnitPointIncre-#Up #Dn Struct?Reflec-Area Vol. Length ment tions?ft ft $/sq ft $/cu yd ft ft:ft $/ft ft ft ft ft ft Barrier1 W 0.00 100.00 0.00 0.00 point1 1 1,782.5 2,026.2 61.00 35.00 0.00 0 0 point2 2 1,785.7 1,957.3 61.00 35.00 0.00 0 0 point3 3 1,942.2 1,961.7 62.00 35.00 0.00 0 0 point4 4 1,938.9 2,032.8 62.00 35.00 Barrier4 W 0.00 99.99 0.00 0.00 point15 15 1,383.0 2,063.3 47.00 10.00 0.00 0 0 point16 16 1,341.3 2,049.6 47.00 10.00 Barrier5 W 0.00 99.99 0.00 0.00 point17 17 1,538.6 1,953.0 49.00 35.00 0.00 0 0 point18 18 1,733.3 1,957.3 57.00 35.00 0.00 0 0 point19 19 1,731.1 2,089.7 57.00 35.00 0.00 0 0 point20 20 1,654.5 2,089.7 57.00 35.00 0.00 0 0 point21 21 1,653.4 2,024.1 57.00 35.00 0.00 0 0 point22 22 1,534.2 2,024.1 49.00 35.00 Barrier7 W 0.00 99.99 0.00 0.00 point23 23 782.5 2,847.5 52.00 4.00 0.00 0 0 point25 25 1,348.5 2,580.1 62.00 4.00 0.00 0 0 point26 26 1,647.2 2,436.0 64.00 4.00 0.00 0 0 point27 27 1,782.6 2,366.6 65.00 4.00 0.00 0 0 Y point28 28 1,930.1 2,272.8 66.00 4.00 0.00 0 0 Y point29 29 2,096.8 2,156.5 69.00 4.00 0.00 0 0 Y point30 30 2,277.4 2,012.6 74.00 4.00 0.00 0 0 point31 31 2,411.1 1,889.3 76.00 4.00 0.00 0 0 point32 32 2,574.4 1,715.7 82.00 4.00 0.00 0 0 point33 33 2,683.8 1,580.3 83.00 4.00 0.00 0 0 point34 34 2,800.8 1,400.2 86.00 4.00 0.00 0 0 point35 35 2,939.7 1,131.1 89.00 4.00 0.00 0 0 point36 36 3,041.0 938.6 93.00 4.00 0.00 0 0 point24 24 3,101.7 801.5 99.00 4.00 Dennys W 0.00 99.99 0.00 0.00 point37 37 1,513.1 2,092.0 57.00 12.00 0.00 0 0 point38 38 1,590.5 2,091.0 57.00 12.00 0.00 0 0 point39 39 1,590.5 2,168.3 57.00 12.00 0.00 0 0 point40 40 1,513.1 2,168.3 57.00 12.00 C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\Yr 2035 0318 1 30 March 2018 INPUT: TERRAIN LINES PN 10271 Dudek 30 March 2018 MG TNM 2.5 INPUT: TERRAIN LINES PROJECT/CONTRACT:PN 10271 RUN:Bonita Glen Resi Proj Yr 2035 Rev0318 Terrain Line PointsNameNo.Coordinates (ground)X Y Zft ft ft Terrain Line1 1 2,233.6 1,865.9 99.002 2,257.5 1,819.6 105.003 2,264.5 1,757.0 110.004 2,247.1 1,691.0 110.005 2,219.3 1,618.0 120.006 2,122.0 1,381.7 130.00 Terrain Line2 7 2,205.9 1,910.4 95.008 2,108.1 1,947.1 86.009 1,920.6 1,934.9 75.0010 1,741.4 1,934.9 61.00 Terrain Line3 11 2,170.3 1,771.7 115.0012 2,128.9 1,611.9 115.00 C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\Yr 2035 0318 1 30 March 2018 RESULTS: SOUND LEVELS PN 10271 Dudek 30 March 2018 MG TNM 2.5 Calculated with TNM 2.5 RESULTS: SOUND LEVELS PROJECT/CONTRACT: PN 10271 RUN: Bonita Glen Resi Proj Yr 2035 Rev0318 BARRIER DESIGN: INPUT HEIGHTS Average pavement type shall be used unless a State highway agency substantiates the use ATMOSPHERICS: 68 deg F, 50% RH of a different type with approval of FHWA.ReceiverName No.#DUs Existing No Barrier With BarrierLAeq1hLAeq1h Increase over existing Type Calculated Noise ReductionCalculatedCrit'n Calculated Crit'n Impact LAeq1h Calculated Goal CalculatedSub'l Inc minusGoaldBA dBA dBA dB dB dBA dB dB dB ST1 1 1 0.0 60.7 66 60.7 10 ----60.7 0.0 8 -8.0 ST2 2 1 0.0 64.7 66 64.7 10 ----64.7 0.0 8 -8.0 ST3 3 1 0.0 64.8 66 64.8 10 ----64.8 0.0 8 -8.0 ST4 4 1 0.0 66.0 66 66.0 10 Snd Lvl 66.0 0.0 8 -8.0 ST5 5 1 0.0 71.2 66 71.2 10 Snd Lvl 71.2 0.0 8 -8.0 ST6 6 1 0.0 69.1 66 69.1 10 Snd Lvl 69.1 0.0 8 -8.0 R1 - Resi E of Project Site 8 1 0.0 72.0 66 72.0 10 Snd Lvl 72.0 0.0 8 -8.0 R2 - Resi adj to Bonita Glen Dr 10 1 0.0 67.8 66 67.8 10 Snd Lvl 67.8 0.0 8 -8.0 Dwelling Units # DUs Noise Reduction Min Avg Max dB dB dB All Selected 8 0.0 0.0 0.0 All Impacted 5 0.0 0.0 0.0 All that meet NR Goal 0 0.0 0.0 0.0 C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\Yr 2035 0318 1 30 March 2018 INPUT: ROADWAYS PN 10271 Dudek 30 March 2018 MG TNM 2.5 INPUT: ROADWAYS Average pavement type shall be used unlessPROJECT/CONTRACT:PN 10271 a State highway agency substantiates the useRUN:Bonita Glen Res Proj 2035 w Prj Rev0318 of a different type with the approval of FHWARoadwayPointsNameWidthNameNo.Coordinates (pavement)Flow Control SegmentXYZControlSpeedPercentPvmt OnDeviceConstraintVehiclesTypeStruct?Affectedft ft ft ft mph % E Flower St s of Bonita 40.0 point25 25 269.1 2,122.5 50.00 Average point26 26 323.8 2,157.5 50.00 Average point27 27 396.0 2,262.5 50.00 E Flower St n of Bonita 40.0 point28 28 417.8 2,306.2 50.00 Average point29 29 446.3 2,406.9 50.00 Average point30 30 450.6 2,492.2 50.00 Average point31 31 439.7 2,557.8 50.00 Bonita Glen Dr - s of Bonita Rd 24.0 point32 32 1,225.0 2,204.0 42.00 Average point34 34 1,273.6 2,035.6 47.00 Average point35 35 1,322.2 1,871.5 50.00 Average point36 36 1,382.1 1,725.7 53.00 Average point37 37 1,447.2 1,658.0 61.00 Average point38 38 1,510.6 1,616.3 65.00 Average point39 39 1,587.0 1,594.6 69.00 Average point40 40 1,691.2 1,594.6 73.00 Average point41 41 1,791.0 1,592.0 78.00 Average point42 42 1,848.2 1,575.4 85.00 Average point43 43 1,916.4 1,526.5 92.00 Average point33 33 1,968.8 1,479.0 100.00 Bonita Glen Dr - s. of Vista Dr 24.0 point44 44 1,971.1 1,474.4 100.00 Average point45 45 1,986.9 1,447.6 104.00 Average point46 46 2,007.6 1,384.9 110.00 Average point47 47 2,015.2 1,232.2 119.00 Average point48 48 2,025.7 1,080.0 120.00 Vista Drive 24.0 point49 49 1,980.2 1,484.6 100.00 Average C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\Yr 2035 w Prj 0318 1 30 March 2018 INPUT: ROADWAYS PN 10271 point50 50 2,025.3 1,506.3 103.00 Average point51 51 2,047.0 1,531.4 101.00 Average point52 52 2,060.0 1,562.7 100.00 Average point53 53 2,080.0 1,631.3 99.00 Average point54 54 2,111.3 1,735.5 98.00 Average point55 55 2,115.6 1,786.7 92.00 Average point56 56 2,120.0 1,841.4 88.00 Average point57 57 2,100.0 1,865.7 84.00 Average point58 58 2,047.0 1,890.0 71.00 Average point59 59 1,781.4 1,886.5 61.00 Driveway 20.0 point60 60 2,128.6 1,848.3 88.00 Average point61 61 2,203.3 1,883.1 92.00 Average point62 62 2,232.0 1,890.9 99.00 Average point63 63 2,277.1 1,883.1 105.00 Average point64 64 2,314.4 1,853.5 104.00 Average point65 65 2,337.0 1,817.9 102.00 Average point66 66 2,346.5 1,798.8 104.00 Average point67 67 2,335.3 1,757.2 107.00 Average point68 68 2,279.7 1,600.9 112.00 Adrienne Dr 18.0 point70 70 2,034.0 1,244.8 119.00 Average point72 72 2,097.9 1,247.5 122.00 Average point73 73 2,190.4 1,257.9 125.00 Average point74 74 2,272.4 1,278.1 122.00 Average point75 75 2,315.6 1,287.4 119.00 Average point76 76 2,359.7 1,287.4 117.00 Average point77 77 2,409.3 1,281.9 117.00 Average point78 78 2,454.8 1,258.5 119.00 Average point79 79 2,511.3 1,192.3 120.00 Average point80 80 2,559.5 1,141.4 122.00 Average point81 81 2,562.3 1,106.9 123.00 Average point82 82 2,554.0 1,078.0 124.00 Average point83 83 2,541.6 1,042.1 125.00 Average point71 71 2,518.2 1,003.6 128.00 Sandalwood Dr 38.0 point84 84 278.5 1,838.9 56.00 Average point86 86 492.1 1,898.0 55.00 Average point87 87 563.3 1,925.8 52.00 Average point88 88 632.7 1,936.2 50.00 Average point89 89 764.7 1,939.6 48.00 Average point90 90 804.6 1,950.1 46.00 Average C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\Yr 2035 w Prj 0318 2 30 March 2018 INPUT: ROADWAYS PN 10271 point91 91 820.3 1,974.4 45.00 Average point92 92 823.7 2,017.8 44.00 Average point85 85 816.8 2,189.7 42.00 I-805 SB 80.0 point93 93 778.5 2,913.7 52.00 Average point95 95 1,344.5 2,646.3 62.00 Average point96 96 1,643.2 2,502.2 63.00 Average point97 97 1,778.6 2,432.8 64.00 Average point98 98 1,926.1 2,339.0 65.00 Average point100 100 2,092.8 2,222.7 68.00 Average point101 101 2,273.4 2,083.8 73.00 Average point102 102 2,407.1 1,960.5 75.00 Average point103 103 2,575.5 1,786.9 81.00 Average point104 104 2,684.9 1,651.5 82.00 Average point105 105 2,827.2 1,458.8 85.00 Average point106 106 2,966.1 1,189.7 88.00 Average point107 107 3,054.7 1,007.3 92.00 Average point94 94 3,115.4 870.2 98.00 I-805 NB 87.0 point108 108 3,242.8 916.0 98.00 Average point110 110 3,164.7 1,049.7 92.00 Average point111 111 3,048.3 1,271.9 88.00 Average point112 112 2,952.9 1,436.8 85.00 Average point113 113 2,763.6 1,707.7 82.00 Average point114 114 2,642.1 1,850.1 78.00 Average point115 115 2,452.8 2,055.0 75.00 Average point116 116 2,308.7 2,176.5 73.00 Average point117 117 2,175.0 2,280.7 68.00 Average point118 118 1,933.7 2,452.5 65.00 Average point119 119 1,612.5 2,617.5 60.00 Average point109 109 831.2 2,990.8 52.00 Bonita Rd west of Bonita Glen Drive-3 70.0 point121 121 2,066.4 2,247.7 44.00 Average point122 122 2,209.3 2,250.8 46.00 Bonita Rd west of Bonita Glen Drive 70.0 point1 1 256.2 2,358.0 50.00 Average point3 3 351.4 2,307.7 50.00 Average point4 4 400.6 2,284.7 50.00 Average point5 5 500.2 2,248.6 48.00 Average point6 6 582.2 2,228.9 45.00 Average point7 7 722.2 2,213.6 42.00 Average point8 8 819.5 2,212.5 42.00 Average point9 9 1,221.0 2,221.2 42.00C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\Yr 2035 w Prj 0318 3 30 March 2018 INPUT: ROADWAYS PN 10271 Bonita Rd e. of I-15 70.0 point123 123 2,220.1 2,251.3 46.00 Average point13 13 2,352.3 2,253.9 48.00 Average point14 14 2,425.3 2,255.3 48.00 Average point18 18 2,618.5 2,242.5 48.00 Average point19 19 2,946.4 2,203.9 48.00 Average point20 20 3,147.7 2,166.7 48.00 Bonita Rd east of Bonita Glen Drive 70.0 point132 132 1,221.0 2,221.2 42.00 Average point10 10 1,491.1 2,234.4 43.00 Average point11 11 1,730.7 2,238.7 43.00 Average point2 2 1,779.9 2,242.0 43.00 Average point133 133 1,869.0 2,243.7 43.33 Average point134 134 1,962.5 2,246.6 43.67 Bonita Rd west of Bonita Glen Drive-2 70.0 point135 135 1,973.1 2,246.6 43.67 Average point120 120 2,047.1 2,247.2 44.00 C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\Yr 2035 w Prj 0318 4 30 March 2018 INPUT: TRAFFIC FOR LAeq1h Percentages PN 10271 Dudek 30 March 2018 MG TNM 2.5 INPUT: TRAFFIC FOR LAeq1h Percentages PROJECT/CONTRACT:PN 10271 RUN:Bonita Glen Res Proj 2035 w Prj Rev0318 Roadway PointsNameName No.SegmentTotal Autos MTrucks HTrucks Buses Motorcycles Volume P S P S P S P S P Sveh/hr % mph % mph % mph % mph % mph E Flower St s of Bonita point25 25 0 97 25 2 25 1 25 0 0 0 0 point26 26 0 97 25 2 25 1 25 0 0 0 0 point27 27 E Flower St n of Bonita point28 28 0 97 25 2 25 1 25 0 0 0 0 point29 29 0 97 25 2 25 1 25 0 0 0 0 point30 30 0 97 25 2 25 1 25 0 0 0 0 point31 31 Bonita Glen Dr - s of Bonita Rd point32 32 602 97 35 2 35 1 35 0 0 0 0 point34 34 602 97 35 2 35 1 35 0 0 0 0 point35 35 602 97 35 2 35 1 35 0 0 0 0 point36 36 602 97 35 2 35 1 35 0 0 0 0 point37 37 602 97 35 2 35 1 35 0 0 0 0 point38 38 602 97 35 2 35 1 35 0 0 0 0 point39 39 602 97 35 2 35 1 35 0 0 0 0 point40 40 602 97 35 2 35 1 35 0 0 0 0 point41 41 602 97 35 2 35 1 35 0 0 0 0 point42 42 602 97 35 2 35 1 35 0 0 0 0 point43 43 602 97 35 2 35 1 35 0 0 0 0 point33 33 Bonita Glen Dr - s. of Vista Dr point44 44 500 97 35 2 35 1 35 0 0 0 0 point45 45 500 97 35 2 35 1 35 0 0 0 0 point46 46 500 97 35 2 35 1 35 0 0 0 0 point47 47 500 97 35 2 35 1 35 0 0 0 0 C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\Yr 2035 w Prj 0318 1 30 March 2018 INPUT: TRAFFIC FOR LAeq1h Percentages PN 10271 point48 48 Vista Drive point49 49 102 97 25 2 25 1 25 0 0 0 0 point50 50 102 97 25 2 25 1 25 0 0 0 0 point51 51 102 97 25 2 25 1 25 0 0 0 0 point52 52 102 97 25 2 25 1 25 0 0 0 0 point53 53 102 97 25 2 25 1 25 0 0 0 0 point54 54 102 97 25 2 25 1 25 0 0 0 0 point55 55 102 97 25 2 25 1 25 0 0 0 0 point56 56 102 97 25 2 25 1 25 0 0 0 0 point57 57 102 97 25 2 25 1 25 0 0 0 0 point58 58 102 97 25 2 25 1 25 0 0 0 0 point59 59 Driveway point60 60 0 0 0 0 0 0 0 0 0 0 0 point61 61 0 0 0 0 0 0 0 0 0 0 0 point62 62 0 0 0 0 0 0 0 0 0 0 0 point63 63 0 0 0 0 0 0 0 0 0 0 0 point64 64 0 0 0 0 0 0 0 0 0 0 0 point65 65 0 0 0 0 0 0 0 0 0 0 0 point66 66 0 0 0 0 0 0 0 0 0 0 0 point67 67 0 0 0 0 0 0 0 0 0 0 0 point68 68 Adrienne Dr point70 70 0 97 15 2 15 1 15 0 0 0 0 point72 72 0 97 15 2 15 1 15 0 0 0 0 point73 73 0 97 15 2 15 1 15 0 0 0 0 point74 74 0 97 15 2 15 1 15 0 0 0 0 point75 75 0 97 15 2 15 1 15 0 0 0 0 point76 76 0 97 15 2 15 1 15 0 0 0 0 point77 77 0 97 15 2 15 1 15 0 0 0 0 point78 78 0 97 15 2 15 1 15 0 0 0 0 point79 79 0 97 15 2 15 1 15 0 0 0 0 point80 80 0 97 15 2 15 1 15 0 0 0 0 point81 81 0 97 15 2 15 1 15 0 0 0 0 point82 82 0 97 15 2 15 1 15 0 0 0 0 point83 83 0 97 15 2 15 1 15 0 0 0 0 point71 71 Sandalwood Dr point84 84 0 97 25 2 25 1 25 0 0 0 0C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\Yr 2035 w Prj 0318 2 30 March 2018 INPUT: TRAFFIC FOR LAeq1h Percentages PN 10271 point86 86 0 97 25 2 25 1 25 0 0 0 0 point87 87 0 97 25 2 25 1 25 0 0 0 0 point88 88 0 97 25 2 25 1 25 0 0 0 0 point89 89 0 97 25 2 25 1 25 0 0 0 0 point90 90 0 97 25 2 25 1 25 0 0 0 0 point91 91 0 97 25 2 25 1 25 0 0 0 0 point92 92 0 97 25 2 25 1 25 0 0 0 0 point85 85 I-805 SB point93 93 11350 94 65 3 65 3 65 0 0 0 0 point95 95 11350 94 65 3 65 3 65 0 0 0 0 point96 96 11350 94 65 3 65 3 65 0 0 0 0 point97 97 11350 94 65 3 65 3 65 0 0 0 0 point98 98 11350 94 65 3 65 3 65 0 0 0 0 point100 100 11350 94 65 3 65 3 65 0 0 0 0 point101 101 11350 94 65 3 65 3 65 0 0 0 0 point102 102 11350 94 65 3 65 3 65 0 0 0 0 point103 103 11350 94 65 3 65 3 65 0 0 0 0 point104 104 11350 94 65 3 65 3 65 0 0 0 0 point105 105 11350 94 65 3 65 3 65 0 0 0 0 point106 106 11350 94 65 3 65 3 65 0 0 0 0 point107 107 11350 94 65 3 65 3 65 0 0 0 0 point94 94 I-805 NB point108 108 9400 94 65 3 65 3 65 0 0 0 0 point110 110 9400 94 65 3 65 3 65 0 0 0 0 point111 111 9400 94 65 3 65 3 65 0 0 0 0 point112 112 9400 94 65 3 65 3 65 0 0 0 0 point113 113 9400 94 65 3 65 3 65 0 0 0 0 point114 114 9400 94 65 3 65 3 65 0 0 0 0 point115 115 9400 94 65 3 65 3 65 0 0 0 0 point116 116 9400 94 65 3 65 3 65 0 0 0 0 point117 117 9400 94 65 3 65 3 65 0 0 0 0 point118 118 9400 94 65 3 65 3 65 0 0 0 0 point119 119 9400 94 65 3 65 3 65 0 0 0 0 point109 109 Bonita Rd west of Bonita Glen Drive-3 point121 121 3967 97 35 2 35 1 35 0 0 0 0 point122 122C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\Yr 2035 w Prj 0318 3 30 March 2018 INPUT: TRAFFIC FOR LAeq1h Percentages PN 10271 Bonita Rd west of Bonita Glen Drive point1 1 3676 97 35 2 35 1 35 0 0 0 0 point3 3 3676 97 35 2 35 1 35 0 0 0 0 point4 4 3676 97 35 2 35 1 35 0 0 0 0 point5 5 3676 97 35 2 35 1 35 0 0 0 0 point6 6 3676 97 35 2 35 1 35 0 0 0 0 point7 7 3676 97 35 2 35 1 35 0 0 0 0 point8 8 3676 97 35 2 35 1 35 0 0 0 0 point9 9 Bonita Rd e. of I-15 point123 123 0 97 35 2 35 1 35 0 0 0 0 point13 13 0 97 35 2 35 1 35 0 0 0 0 point14 14 0 97 35 2 35 1 35 0 0 0 0 point18 18 0 97 35 2 35 1 35 0 0 0 0 point19 19 0 97 35 2 35 1 35 0 0 0 0 point20 20 Bonita Rd east of Bonita Glen Drive point132 132 3967 97 35 2 35 1 35 0 0 0 0 point10 10 3967 97 35 2 35 1 35 0 0 0 0 point11 11 3967 97 35 2 35 1 35 0 0 0 0 point2 2 3967 97 35 2 35 1 35 0 0 0 0 point133 133 3967 97 35 2 35 1 35 0 0 0 0 point134 134 Bonita Rd west of Bonita Glen Drive-2 point135 135 3967 97 35 2 35 1 35 0 0 0 0 point120 120 C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\Yr 2035 w Prj 0318 4 30 March 2018 INPUT: RECEIVERS PN 10271 Dudek 30 March 2018 MG TNM 2.5 INPUT: RECEIVERS PROJECT/CONTRACT:PN 10271 RUN:Bonita Glen Res Proj 2035 w Prj Rev0318 ReceiverName No.#DUs Coordinates (ground)Height Input Sound Levels and Criteria ActiveXYZaboveExistingImpact Criteria NR inGroundLAeq1hLAeq1hSub'l Goal Calc. ft ft ft ft dBA dBA dB dB ST1 1 1 1,928.3 1,852.6 69.00 5.00 0.00 66 10.0 8.0 ST2 2 1 1,362.1 1,893.4 47.00 5.00 0.00 66 10.0 8.0 ST3 3 1 1,305.2 1,804.7 49.00 5.00 0.00 66 10.0 8.0 ST4 4 1 2,028.8 1,417.0 106.00 5.00 0.00 66 10.0 8.0 ST5 5 1 677.8 2,177.2 45.00 5.00 0.00 66 10.0 8.0 ST6 6 1 1,790.9 2,087.7 43.00 5.00 0.00 66 10.0 8.0 R1 - Exist Resi E of Project Site 8 1 2,168.9 1,692.1 115.00 5.00 0.00 66 10.0 8.0 R2 - Exist Resi adj to Bonita Glen Dr 9 1 617.3 2,143.4 44.00 5.00 0.00 66 10.0 8.0 R3 - Onsite Pool Area 10 1 1,607.8 1,872.7 58.00 5.00 0.00 66 10.0 8.0 R4 - Bldg 2 NE side 1st flr 13 1 2,063.4 1,828.4 85.00 5.00 0.00 66 10.0 8.0 R5 - Bldg 2 SE side 1st flr 14 1 2,056.7 1,741.3 87.00 5.00 0.00 66 10.0 8.0 R6 - Bldg 2 NW side 1st flr 15 1 2,018.0 1,835.1 85.00 5.00 0.00 66 10.0 8.0 R7 - Bldg 2 SW side 1st flr 16 1 2,014.2 1,740.3 87.00 5.00 0.00 66 10.0 8.0 R8 - Bldg 1 NE side 1st flr 17 1 2,043.3 1,672.3 91.00 5.00 0.00 66 10.0 8.0 R9 - Bldg 1 SE side 1st flr 18 1 1,999.2 1,575.6 92.00 5.00 0.00 66 10.0 8.0 R10 - Bldg 1 NW side 1st flr 19 1 1,998.8 1,687.6 91.00 5.00 0.00 66 10.0 8.0 R11 - Bldg 1 SW side 1st flr 20 1 1,961.5 1,606.2 92.00 5.00 0.00 66 10.0 8.0 R12 - Bldg 3 NE side 1st flr 21 1 1,931.2 1,831.3 73.00 5.00 0.00 66 10.0 8.0 R13 - Bldg 3 SE side 1st flr 22 1 1,926.4 1,746.1 73.00 5.00 0.00 66 10.0 8.0 R14 - Bldg 3 NW side 1st flr 23 1 1,888.7 1,834.2 73.00 5.00 0.00 66 10.0 8.0 R15 - Bldg 3 SW side 1st flr 24 1 1,882.0 1,755.6 73.00 5.00 0.00 66 10.0 8.0 R16 - Bldg 4 NE side 1st flr 25 1 1,915.9 1,716.4 75.00 5.00 0.00 66 10.0 8.0 C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\Yr 2035 w Prj 0318 1 30 March 2018 INPUT: RECEIVERS PN 10271 R17 - Bldg 4 SE side 1st flr 26 1 1,881.4 1,639.7 75.00 5.00 0.00 66 10.0 8.0 R18 - Bldg 4 NW side 1st flr 27 1 1,874.3 1,734.6 75.00 5.00 0.00 66 10.0 8.0 R19 - Bldg 4 SW side 1st flr 28 1 1,837.0 1,661.8 75.00 5.00 0.00 66 10.0 8.0 R20 - Bldg 5 NE side 1st flr 29 1 1,844.1 1,803.5 70.00 5.00 0.00 66 10.0 8.0 R21 - Bldg 5 SE side 1st flr 30 1 1,810.5 1,670.4 67.00 5.00 0.00 66 10.0 8.0 R22 - Bldg 5 NW side 1st flr 31 1 1,801.5 1,815.0 70.00 5.00 0.00 66 10.0 8.0 R23 - Bldg 5 SW side 1st flr 32 1 1,770.9 1,683.8 67.00 5.00 0.00 66 10.0 8.0 R24 - Bldg 6 NE side 1st flr 33 1 1,716.7 1,844.7 65.00 5.00 0.00 66 10.0 8.0 R25 - Bldg 6 SE side 1st flr 35 1 1,685.1 1,710.6 65.00 5.00 0.00 66 10.0 8.0 R26 - Bldg 6 NW side 1st flr 37 1 1,672.2 1,852.4 65.00 5.00 0.00 66 10.0 8.0 R27 - Bldg 6 SW side 1st flr 38 1 1,644.4 1,720.2 65.00 5.00 0.00 66 10.0 8.0 R28 - Bldg 7 N side 1st flr 39 1 1,442.3 1,881.5 52.00 5.00 0.00 66 10.0 8.0 R29 - Bldg 7 NE side 1st flr 40 1 1,528.5 1,856.6 53.00 5.00 0.00 66 10.0 8.0 R30 - Bldg 7 SE side 1st flr 41 1 1,604.2 1,691.8 61.00 5.00 0.00 66 10.0 8.0 R31 - Bldg 7 S side 1st flr 42 1 1,600.4 1,668.9 61.00 5.00 0.00 66 10.0 8.0 R32 - Bldg 7 SW corner 1st flr 43 1 1,551.5 1,658.3 61.00 5.00 0.00 66 10.0 8.0 R33 - Bldg 7 SW side 1st flr 45 1 1,497.9 1,773.3 59.00 5.00 0.00 66 10.0 8.0 R34 - Bldg 7 W side 1st flr 46 1 1,423.2 1,772.3 58.00 5.00 0.00 66 10.0 8.0 R35 - Bldg 7 NW side 1st flr 47 1 1,393.5 1,843.2 52.00 5.00 0.00 66 10.0 8.0 R4 - Bldg 2 NE side 2nd flr 48 1 2,063.4 1,828.4 85.00 15.00 0.00 66 10.0 8.0 R5 - Bldg 2 SE side 2nd flr 49 1 2,056.7 1,741.3 87.00 15.00 0.00 66 10.0 8.0 R6 - Bldg 2 NW side 2nd flr 50 1 2,018.0 1,835.1 85.00 15.00 0.00 66 10.0 8.0 R7 - Bldg 2 SW side 2nd flr 51 1 2,014.2 1,740.3 87.00 15.00 0.00 66 10.0 8.0 R8 - Bldg 1 NE side 2nd flr 52 1 2,043.3 1,672.3 91.00 15.00 0.00 66 10.0 8.0 R9 - Bldg 1 SE side 2nd flr 53 1 1,999.2 1,575.6 92.00 15.00 0.00 66 10.0 8.0 R10 - Bldg 1 NW side 2nd flr 54 1 1,998.8 1,687.6 91.00 15.00 0.00 66 10.0 8.0 R11 - Bldg 1 SW side 2nd flr 55 1 1,961.5 1,606.2 92.00 15.00 0.00 66 10.0 8.0 R12 - Bldg 3 NE side 2nd flr 56 1 1,931.2 1,831.3 73.00 15.00 0.00 66 10.0 8.0 R13 - Bldg 3 SE side 2nd flr 57 1 1,926.4 1,746.1 73.00 15.00 0.00 66 10.0 8.0 R14 - Bldg 3 NW side 2nd flr 58 1 1,888.7 1,834.2 73.00 15.00 0.00 66 10.0 8.0 R15 - Bldg 3 SW side 2nd flr 59 1 1,882.0 1,755.6 73.00 15.00 0.00 66 10.0 8.0 R16 - Bldg 4 NE side 2nd flr 60 1 1,915.9 1,716.4 75.00 15.00 0.00 66 10.0 8.0 R17 - Bldg 4 SE side 2nd flr 61 1 1,881.4 1,639.7 75.00 15.00 0.00 66 10.0 8.0 R18 - Bldg 4 NW side 2nd flr 62 1 1,874.3 1,734.6 75.00 15.00 0.00 66 10.0 8.0 R19 - Bldg 4 SW side 2nd flr 63 1 1,837.0 1,661.8 75.00 15.00 0.00 66 10.0 8.0 R20 - Bldg 5 NE side 2nd flr 64 1 1,844.1 1,803.5 70.00 15.00 0.00 66 10.0 8.0 C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\Yr 2035 w Prj 0318 2 30 March 2018 INPUT: RECEIVERS PN 10271 R21 - Bldg 5 SE side 2nd flr 65 1 1,810.5 1,670.4 67.00 15.00 0.00 66 10.0 8.0 R22 - Bldg 5 NW side 2nd flr 66 1 1,801.5 1,815.0 70.00 15.00 0.00 66 10.0 8.0 R23 - Bldg 5 SW side 2nd flr 67 1 1,770.9 1,683.8 67.00 15.00 0.00 66 10.0 8.0 R24 - Bldg 6 NE side 2nd flr 68 1 1,716.7 1,844.7 65.00 15.00 0.00 66 10.0 8.0 R25 - Bldg 6 SE side 2nd flr 69 1 1,685.1 1,710.6 65.00 15.00 0.00 66 10.0 8.0 R26 - Bldg 6 NW side 2nd flr 70 1 1,672.2 1,852.4 65.00 15.00 0.00 66 10.0 8.0 R27 - Bldg 6 SW side 2nd flr 71 1 1,644.4 1,720.2 65.00 15.00 0.00 66 10.0 8.0 R28 - Bldg 7 N side 2nd flr 72 1 1,442.3 1,881.5 52.00 15.00 0.00 66 10.0 8.0 R29 - Bldg 7 NE side 2nd flr 73 1 1,528.5 1,856.6 53.00 15.00 0.00 66 10.0 8.0 R30 - Bldg 7 SE side 2nd flr 74 1 1,604.2 1,691.8 61.00 15.00 0.00 66 10.0 8.0 R31 - Bldg 7 S side 2nd flr 75 1 1,600.4 1,668.9 61.00 15.00 0.00 66 10.0 8.0 R32 - Bldg 7 SW corner 2nd flr 76 1 1,551.5 1,658.3 61.00 15.00 0.00 66 10.0 8.0 R33 - Bldg 7 SW side 2nd flr 77 1 1,497.9 1,773.3 59.00 15.00 0.00 66 10.0 8.0 R34 - Bldg 7 W side 2nd flr 78 1 1,423.2 1,772.3 58.00 15.00 0.00 66 10.0 8.0 R35 - Bldg 7 NW side 2nd flr 79 1 1,393.5 1,843.2 52.00 15.00 0.00 66 10.0 8.0 R4 - Bldg 2 NE side 3rd flr 80 1 2,063.4 1,828.4 85.00 25.00 0.00 66 10.0 8.0 R5 - Bldg 2 SE side 3rd flr 81 1 2,056.7 1,741.3 87.00 25.00 0.00 66 10.0 8.0 R6 - Bldg 2 NW side 3rd flr 82 1 2,018.0 1,835.1 85.00 25.00 0.00 66 10.0 8.0 R7 - Bldg 2 SW side 3rd flr 83 1 2,014.2 1,740.3 87.00 25.00 0.00 66 10.0 8.0 R8 - Bldg 1 NE side 3rd flr 84 1 2,043.3 1,672.3 91.00 25.00 0.00 66 10.0 8.0 R9 - Bldg 1 SE side 3rd flr 85 1 1,999.2 1,575.6 92.00 25.00 0.00 66 10.0 8.0 R10 - Bldg 1 NW side 3rd flr 86 1 1,998.8 1,687.6 91.00 25.00 0.00 66 10.0 8.0 R11 - Bldg 1 SW side 3rd flr 87 1 1,961.5 1,606.2 92.00 25.00 0.00 66 10.0 8.0 R12 - Bldg 3 NE side 3rd flr 88 1 1,931.2 1,831.3 73.00 25.00 0.00 66 10.0 8.0 R13 - Bldg 3 SE side 3rd flr 89 1 1,926.4 1,746.1 73.00 25.00 0.00 66 10.0 8.0 R14 - Bldg 3 NW side 3rd flr 90 1 1,888.7 1,834.2 73.00 25.00 0.00 66 10.0 8.0 R15 - Bldg 3 SW side 3rd flr 91 1 1,882.0 1,755.6 73.00 25.00 0.00 66 10.0 8.0 R16 - Bldg 4 NE side 3rd flr 92 1 1,915.9 1,716.4 75.00 25.00 0.00 66 10.0 8.0 R17 - Bldg 4 SE side 3rd flr 93 1 1,881.4 1,639.7 75.00 25.00 0.00 66 10.0 8.0 R18 - Bldg 4 NW side 3rd flr 94 1 1,874.3 1,734.6 75.00 25.00 0.00 66 10.0 8.0 R19 - Bldg 4 SW side 3rd flr 95 1 1,837.0 1,661.8 75.00 25.00 0.00 66 10.0 8.0 R20 - Bldg 5 NE side 3rd flr 96 1 1,844.1 1,803.5 70.00 25.00 0.00 66 10.0 8.0 R21 - Bldg 5 SE side 3rd flr 97 1 1,810.5 1,670.4 67.00 25.00 0.00 66 10.0 8.0 R22 - Bldg 5 NW side 3rd flr 98 1 1,801.5 1,815.0 70.00 25.00 0.00 66 10.0 8.0 R23 - Bldg 5 SW side 3rd flr 99 1 1,770.9 1,683.8 67.00 25.00 0.00 66 10.0 8.0 R24 - Bldg 6 NE side 3rd flr 100 1 1,716.7 1,844.7 65.00 25.00 0.00 66 10.0 8.0 C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\Yr 2035 w Prj 0318 3 30 March 2018 INPUT: RECEIVERS PN 10271 R25 - Bldg 6 SE side 3rd flr 101 1 1,685.1 1,710.6 65.00 25.00 0.00 66 10.0 8.0 R26 - Bldg 6 NW side 3rd flr 102 1 1,672.2 1,852.4 65.00 25.00 0.00 66 10.0 8.0 R27 - Bldg 6 SW side 3rd flr 103 1 1,644.4 1,720.2 65.00 25.00 0.00 66 10.0 8.0 R28 - Bldg 7 N side 3rd flr 104 1 1,442.3 1,881.5 52.00 25.00 0.00 66 10.0 8.0 R29 - Bldg 7 NE side 3rd flr 105 1 1,528.5 1,856.6 53.00 25.00 0.00 66 10.0 8.0 R30 - Bldg 7 SE side 3rd flr 106 1 1,604.2 1,691.8 61.00 25.00 0.00 66 10.0 8.0 R31 - Bldg 7 S side 3rd flr 107 1 1,600.4 1,668.9 61.00 25.00 0.00 66 10.0 8.0 R32 - Bldg 7 SW corner 3rd flr 108 1 1,551.5 1,658.3 61.00 25.00 0.00 66 10.0 8.0 R33 - Bldg 7 SW side 3rd flr 109 1 1,497.9 1,773.3 59.00 25.00 0.00 66 10.0 8.0 R34 - Bldg 7 W side 3rd flr 110 1 1,423.2 1,772.3 58.00 25.00 0.00 66 10.0 8.0 R35 - Bldg 7 NW side 3rd flr 111 1 1,393.5 1,843.2 52.00 25.00 0.00 66 10.0 8.0 R28 - Bldg 7 N side 4th flr 112 1 1,442.3 1,881.5 52.00 35.00 0.00 66 10.0 8.0 R29 - Bldg 7 NE side 4th flr 113 1 1,528.5 1,856.6 53.00 35.00 0.00 66 10.0 8.0 R30 - Bldg 7 SE side 4th flr 114 1 1,604.2 1,691.8 61.00 35.00 0.00 66 10.0 8.0 R31 - Bldg 7 S side 4th flr 115 1 1,600.4 1,668.9 61.00 35.00 0.00 66 10.0 8.0 R32 - Bldg 7 SW corner 4th flr 125 1 1,551.5 1,658.3 61.00 35.00 0.00 66 10.0 8.0 R33 - Bldg 7 SW side 4th flr 127 1 1,497.9 1,773.3 59.00 35.00 0.00 66 10.0 8.0 R34 - Bldg 7 W side 4th flr 129 1 1,423.2 1,772.3 58.00 35.00 0.00 66 10.0 8.0 R35 - Bldg 7 NW side 4th flr 131 1 1,393.5 1,843.2 52.00 35.00 0.00 66 10.0 8.0 R36 - Bldg 7 Deck 4th flr 133 1 1,472.0 1,868.8 52.00 35.00 0.00 66 10.0 8.0 R37 - Natural Play Area 135 1 1,461.5 1,959.3 51.00 5.00 0.00 66 10.0 8.0 Y R38 - Dog Park 136 1 1,445.6 2,023.8 50.00 5.00 0.00 66 10.0 8.0 Y C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\Yr 2035 w Prj 0318 4 30 March 2018 INPUT: BARRIERS PN 10271 Dudek 30 March 2018 MG TNM 2.5 INPUT: BARRIERS PROJECT/CONTRACT:PN 10271 RUN:Bonita Glen Res Proj 2035 w Prj Rev0318 Barrier PointsNameTypeHeight If Wall If Berm Add'tnl Name No.Coordinates (bottom)Height SegmentMinMax$ per $ per Top Run:Rise $ per X Y Z at Seg Ht Perturbs On ImportantUnitUnitWidthUnitPointIncre-#Up #Dn Struct?Reflec-Area Vol. Length ment tions?ft ft $/sq ft $/cu yd ft ft:ft $/ft ft ft ft ft ft Hotel Bldg 2 W 0.00 100.00 0.00 0.00 point1 1 1,782.5 2,026.2 61.00 35.00 0.00 0 0 point2 2 1,785.7 1,957.3 61.00 35.00 0.00 0 0 point3 3 1,942.2 1,961.7 62.00 35.00 0.00 0 0 point4 4 1,938.9 2,032.8 62.00 35.00 Gas Sta W 0.00 99.99 0.00 0.00 point15 15 1,383.0 2,063.3 47.00 12.00 0.00 0 0 point16 16 1,341.3 2,049.6 47.00 12.00 Hotle Bldg 1 W 0.00 99.99 0.00 0.00 point17 17 1,538.6 1,953.0 49.00 35.00 0.00 0 0 point18 18 1,733.3 1,957.3 57.00 35.00 0.00 0 0 point19 19 1,731.1 2,089.7 57.00 35.00 0.00 0 0 point20 20 1,654.5 2,089.7 57.00 35.00 0.00 0 0 point21 21 1,653.4 2,024.1 57.00 35.00 0.00 0 0 point22 22 1,534.2 2,024.1 49.00 35.00 Barrier16 W 0.00 99.99 0.00 0.00 point123 123 782.5 2,847.5 52.00 4.00 0.00 0 0 point125 125 1,348.5 2,580.1 62.00 4.00 0.00 0 0 point126 126 1,647.2 2,436.0 64.00 4.00 0.00 0 0 point127 127 1,782.6 2,366.6 65.00 4.00 0.00 0 0 Y point128 128 1,930.1 2,272.8 66.00 4.00 0.00 0 0 Y point129 129 2,096.8 2,156.5 69.00 4.00 0.00 0 0 Y point130 130 2,277.4 2,012.6 74.00 4.00 0.00 0 0 point131 131 2,411.1 1,889.3 76.00 4.00 0.00 0 0 point132 132 2,574.4 1,715.7 82.00 4.00 0.00 0 0 point133 133 2,683.8 1,580.3 83.00 4.00 0.00 0 0 point134 134 2,800.8 1,400.2 86.00 4.00 0.00 0 0 point135 135 2,939.7 1,131.1 89.00 4.00 0.00 0 0 point136 136 3,041.0 938.6 93.00 4.00 0.00 0 0 point124 124 3,101.7 801.5 99.00 4.00 Bldg 1 W 0.00 99.99 0.00 0.00 point226 226 1,958.9 1,596.0 92.00 35.00 0.00 0 0 point161 161 1,969.2 1,591.5 92.00 35.00 0.00 0 0 point162 162 1,963.1 1,580.3 92.00 35.00 0.00 0 0 point163 163 1,983.0 1,570.3 92.00 35.00 0.00 0 0 point164 164 1,987.6 1,581.2 92.00 35.00 0.00 0 0 point165 165 1,995.0 1,576.8 92.00 35.00 0.00 0 0 point166 166 2,042.8 1,673.8 91.00 35.00 0.00 0 0 point167 167 2,033.5 1,679.6 91.00 35.00 0.00 0 0 point168 168 2,038.2 1,687.2 91.00 35.00 0.00 0 0 C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\Yr 2035 w Prj 0318 1 30 March 2018 INPUT: BARRIERS PN 10271 point169 169 2,018.9 1,699.1 91.00 35.00 0.00 0 0 point170 170 2,012.1 1,688.1 91.00 35.00 0.00 0 0 point171 171 2,004.9 1,691.3 91.00 35.00 Bldg 6 W 0.00 99.99 0.00 0.00 point228 228 1,642.4 1,716.1 65.00 35.00 0.00 0 0 point185 185 1,651.0 1,713.3 65.00 35.00 0.00 0 0 point186 186 1,649.4 1,703.8 65.00 35.00 0.00 0 0 point187 187 1,669.3 1,698.9 65.00 35.00 0.00 0 0 point188 188 1,672.4 1,709.2 65.00 35.00 0.00 0 0 point189 189 1,681.1 1,706.7 65.00 35.00 0.00 0 0 point190 190 1,712.7 1,845.2 65.00 35.00 0.00 0 0 point191 191 1,705.1 1,847.4 65.00 35.00 0.00 0 0 point192 192 1,707.8 1,858.1 65.00 35.00 0.00 0 0 point193 193 1,686.5 1,863.6 65.00 35.00 0.00 0 0 point194 194 1,684.3 1,852.8 65.00 35.00 0.00 0 0 point195 195 1,673.9 1,854.2 65.00 35.00 Bldg 5 W 0.00 99.99 0.00 0.00 point230 230 1,770.8 1,678.6 67.00 35.00 0.00 0 0 point197 197 1,784.2 1,675.8 67.00 35.00 0.00 0 0 point198 198 1,783.5 1,664.3 67.00 35.00 0.00 0 0 point199 199 1,797.9 1,659.3 67.00 35.00 0.00 0 0 point200 200 1,800.7 1,671.0 70.00 35.00 0.00 0 0 point201 201 1,808.0 1,669.0 70.00 35.00 0.00 0 0 point202 202 1,842.1 1,809.1 70.00 35.00 0.00 0 0 point203 203 1,834.2 1,811.0 70.00 35.00 0.00 0 0 point204 204 1,835.8 1,819.4 70.00 35.00 0.00 0 0 point205 205 1,815.3 1,824.1 70.00 35.00 0.00 0 0 point206 206 1,813.2 1,815.6 70.00 35.00 0.00 0 0 point207 207 1,803.9 1,817.3 70.00 35.00 Bldg 3 W 0.00 99.99 0.00 0.00 point232 232 1,885.0 1,748.8 73.00 35.00 0.00 0 0 point209 209 1,923.1 1,745.8 73.00 35.00 0.00 0 0 point210 210 1,930.5 1,835.9 73.00 35.00 0.00 0 0 point211 211 1,923.4 1,836.7 73.00 35.00 0.00 0 0 point212 212 1,922.6 1,847.1 73.00 35.00 0.00 0 0 point213 213 1,900.8 1,848.7 73.00 35.00 0.00 0 0 point214 214 1,900.2 1,838.1 73.00 35.00 0.00 0 0 point215 215 1,890.7 1,839.2 73.00 35.00 Bldg 4 W 0.00 99.99 0.00 0.00 point235 235 1,838.8 1,654.7 75.00 35.00 0.00 0 0 point217 217 1,849.5 1,649.5 75.00 35.00 0.00 0 0 point218 218 1,845.4 1,640.5 75.00 35.00 0.00 0 0 point219 219 1,864.7 1,631.2 75.00 35.00 0.00 0 0 point220 220 1,868.0 1,641.0 75.00 35.00 0.00 0 0 point221 221 1,877.3 1,637.9 75.00 35.00 0.00 0 0 point222 222 1,916.0 1,719.8 75.00 35.00 0.00 0 0 point223 223 1,880.1 1,737.8 75.00 35.00 Bldg 2 W 0.00 99.99 0.00 0.00 point237 237 2,016.1 1,731.0 87.00 35.00 0.00 0 0 point173 173 2,023.7 1,729.4 87.00 35.00 0.00 0 0 point174 174 2,023.4 1,718.6 87.00 35.00 0.00 0 0 point175 175 2,045.3 1,715.9 87.00 35.00 0.00 0 0 point176 176 2,046.3 1,729.5 87.00 35.00 0.00 0 0 point177 177 2,054.3 1,730.4 87.00 35.00 0.00 0 0 C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\Yr 2035 w Prj 0318 2 30 March 2018 INPUT: BARRIERS PN 10271 point178 178 2,061.1 1,836.0 85.00 35.00 0.00 0 0 point179 179 2,052.3 1,836.5 85.00 35.00 0.00 0 0 point180 180 2,052.9 1,846.9 85.00 35.00 0.00 0 0 point181 181 2,030.5 1,846.9 85.00 35.00 0.00 0 0 point182 182 2,030.5 1,839.2 85.00 35.00 0.00 0 0 point183 183 2,021.2 1,840.4 85.00 35.00 Bldg 7 W 0.00 99.99 0.00 0.00 point224 224 1,435.8 1,758.9 58.00 45.00 0.00 0 0 point154 154 1,493.6 1,788.4 59.00 45.00 0.00 0 0 point155 155 1,556.9 1,650.9 61.00 45.00 0.00 0 0 point156 156 1,609.1 1,675.6 61.00 45.00 0.00 0 0 point157 157 1,521.7 1,869.3 53.00 45.00 0.00 0 0 point158 158 1,461.3 1,842.1 52.00 45.00 0.00 0 0 point238 238 1,444.8 1,877.1 52.00 45.00 0.00 0 0 point239 239 1,390.8 1,851.4 52.00 45.00 Denny's W 0.00 99.99 0.00 0.00 point240 240 1,513.1 2,092.0 57.00 12.00 0.00 0 0 point241 241 1,590.5 2,091.0 57.00 12.00 0.00 0 0 point242 242 1,590.5 2,168.3 57.00 12.00 0.00 0 0 point243 243 1,513.1 2,168.3 57.00 12.00 C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\Yr 2035 w Prj 0318 3 30 March 2018 INPUT: TERRAIN LINES PN 10271 Dudek 30 March 2018 MG TNM 2.5 INPUT: TERRAIN LINES PROJECT/CONTRACT:PN 10271 RUN:Bonita Glen Res Proj 2035 w Prj Rev0318 Terrain Line PointsNameNo.Coordinates (ground)X Y Zft ft ft Terrain Line1 1 2,233.6 1,865.9 99.002 2,257.5 1,819.6 105.003 2,264.5 1,757.0 110.004 2,247.1 1,691.0 110.005 2,219.3 1,618.0 120.006 2,122.0 1,381.7 130.00 Terrain Line2 7 2,205.9 1,910.4 95.008 2,108.1 1,947.1 86.009 1,920.6 1,934.9 75.0010 1,741.4 1,934.9 61.00 Terrain Line3 11 2,170.3 1,771.7 115.0012 2,128.9 1,611.9 115.00 C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\Yr 2035 w Prj 0318 1 30 March 2018 RESULTS: SOUND LEVELS PN 10271 Dudek 30 March 2018 MG TNM 2.5 Calculated with TNM 2.5 RESULTS: SOUND LEVELS PROJECT/CONTRACT: PN 10271 RUN: Bonita Glen Res Proj 2035 w Prj Rev0318 BARRIER DESIGN: INPUT HEIGHTS Average pavement type shall be used unless a State highway agency substantiates the use ATMOSPHERICS: 68 deg F, 50% RH of a different type with approval of FHWA.ReceiverName No.#DUs Existing No Barrier With BarrierLAeq1hLAeq1h Increase over existing Type Calculated Noise ReductionCalculatedCrit'n Calculated Crit'n Impact LAeq1h Calculated Goal CalculatedSub'l Inc minusGoaldBA dBA dBA dB dB dBA dB dB dB ST1 1 1 0.0 61.0 66 61.0 10 ----61.0 0.0 8 -8.0 ST2 2 1 0.0 65.1 66 65.1 10 ----65.1 0.0 8 -8.0 ST3 3 1 0.0 65.1 66 65.1 10 ----65.1 0.0 8 -8.0 ST4 4 1 0.0 64.6 66 64.6 10 ----64.6 0.0 8 -8.0 ST5 5 1 0.0 71.3 66 71.3 10 Snd Lvl 71.3 0.0 8 -8.0 ST6 6 1 0.0 69.3 66 69.3 10 Snd Lvl 69.3 0.0 8 -8.0 R1 - Exist Resi E of Project Site 8 1 0.0 71.7 66 71.7 10 Snd Lvl 71.7 0.0 8 -8.0 R2 - Exist Resi adj to Bonita Glen Dr 9 1 0.0 67.8 66 67.8 10 Snd Lvl 67.8 0.0 8 -8.0 R3 - Onsite Pool Area 10 1 0.0 55.6 66 55.6 10 ----55.6 0.0 8 -8.0 R4 - Bldg 2 NE side 1st flr 13 1 0.0 68.6 66 68.6 10 Snd Lvl 68.6 0.0 8 -8.0 R5 - Bldg 2 SE side 1st flr 14 1 0.0 62.1 66 62.1 10 ----62.1 0.0 8 -8.0 R6 - Bldg 2 NW side 1st flr 15 1 0.0 69.6 66 69.6 10 Snd Lvl 69.6 0.0 8 -8.0 R7 - Bldg 2 SW side 1st flr 16 1 0.0 64.7 66 64.7 10 ----64.7 0.0 8 -8.0 R8 - Bldg 1 NE side 1st flr 17 1 0.0 59.4 66 59.4 10 ----59.4 0.0 8 -8.0 R9 - Bldg 1 SE side 1st flr 18 1 0.0 58.4 66 58.4 10 ----58.4 0.0 8 -8.0 R10 - Bldg 1 NW side 1st flr 19 1 0.0 63.9 66 63.9 10 ----63.9 0.0 8 -8.0 R11 - Bldg 1 SW side 1st flr 20 1 0.0 63.4 66 63.4 10 ----63.4 0.0 8 -8.0 R12 - Bldg 3 NE side 1st flr 21 1 0.0 62.0 66 62.0 10 ----62.0 0.0 8 -8.0 R13 - Bldg 3 SE side 1st flr 22 1 0.0 58.3 66 58.3 10 ----58.3 0.0 8 -8.0 R14 - Bldg 3 NW side 1st flr 23 1 0.0 54.8 66 54.8 10 ----54.8 0.0 8 -8.0 R15 - Bldg 3 SW side 1st flr 24 1 0.0 54.0 66 54.0 10 ----54.0 0.0 8 -8.0 R16 - Bldg 4 NE side 1st flr 25 1 0.0 57.3 66 57.3 10 ----57.3 0.0 8 -8.0 R17 - Bldg 4 SE side 1st flr 26 1 0.0 57.2 66 57.2 10 ----57.2 0.0 8 -8.0 R18 - Bldg 4 NW side 1st flr 27 1 0.0 54.1 66 54.1 10 ----54.1 0.0 8 -8.0C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\Yr 2035 w Prj 0318 1 30 March 2018 RESULTS: SOUND LEVELS PN 10271 R19 - Bldg 4 SW side 1st flr 28 1 0.0 58.4 66 58.4 10 ----58.4 0.0 8 -8.0 R20 - Bldg 5 NE side 1st flr 29 1 0.0 57.2 66 57.2 10 ----57.2 0.0 8 -8.0 R21 - Bldg 5 SE side 1st flr 30 1 0.0 55.0 66 55.0 10 ----55.0 0.0 8 -8.0 R22 - Bldg 5 NW side 1st flr 31 1 0.0 58.8 66 58.8 10 ----58.8 0.0 8 -8.0 R23 - Bldg 5 SW side 1st flr 32 1 0.0 58.5 66 58.5 10 ----58.5 0.0 8 -8.0 R24 - Bldg 6 NE side 1st flr 33 1 0.0 63.4 66 63.4 10 ----63.4 0.0 8 -8.0 R25 - Bldg 6 SE side 1st flr 35 1 0.0 60.1 66 60.1 10 ----60.1 0.0 8 -8.0 R26 - Bldg 6 NW side 1st flr 37 1 0.0 55.6 66 55.6 10 ----55.6 0.0 8 -8.0 R27 - Bldg 6 SW side 1st flr 38 1 0.0 56.2 66 56.2 10 ----56.2 0.0 8 -8.0 R28 - Bldg 7 N side 1st flr 39 1 0.0 62.2 66 62.2 10 ----62.2 0.0 8 -8.0 R29 - Bldg 7 NE side 1st flr 40 1 0.0 58.8 66 58.8 10 ----58.8 0.0 8 -8.0 R30 - Bldg 7 SE side 1st flr 41 1 0.0 56.6 66 56.6 10 ----56.6 0.0 8 -8.0 R31 - Bldg 7 S side 1st flr 42 1 0.0 58.3 66 58.3 10 ----58.3 0.0 8 -8.0 R32 - Bldg 7 SW corner 1st flr 43 1 0.0 61.2 66 61.2 10 ----61.2 0.0 8 -8.0 R33 - Bldg 7 SW side 1st flr 45 1 0.0 55.3 66 55.3 10 ----55.3 0.0 8 -8.0 R34 - Bldg 7 W side 1st flr 46 1 0.0 62.8 66 62.8 10 ----62.8 0.0 8 -8.0 R35 - Bldg 7 NW side 1st flr 47 1 0.0 62.5 66 62.5 10 ----62.5 0.0 8 -8.0 R4 - Bldg 2 NE side 2nd flr 48 1 0.0 72.9 66 72.9 10 Snd Lvl 72.9 0.0 8 -8.0 R5 - Bldg 2 SE side 2nd flr 49 1 0.0 67.0 66 67.0 10 Snd Lvl 67.0 0.0 8 -8.0 R6 - Bldg 2 NW side 2nd flr 50 1 0.0 71.7 66 71.7 10 Snd Lvl 71.7 0.0 8 -8.0 R7 - Bldg 2 SW side 2nd flr 51 1 0.0 65.4 66 65.4 10 ----65.4 0.0 8 -8.0 R8 - Bldg 1 NE side 2nd flr 52 1 0.0 64.2 66 64.2 10 ----64.2 0.0 8 -8.0 R9 - Bldg 1 SE side 2nd flr 53 1 0.0 60.5 66 60.5 10 ----60.5 0.0 8 -8.0 R10 - Bldg 1 NW side 2nd flr 54 1 0.0 64.7 66 64.7 10 ----64.7 0.0 8 -8.0 R11 - Bldg 1 SW side 2nd flr 55 1 0.0 64.1 66 64.1 10 ----64.1 0.0 8 -8.0 R12 - Bldg 3 NE side 2nd flr 56 1 0.0 68.6 66 68.6 10 Snd Lvl 68.6 0.0 8 -8.0 R13 - Bldg 3 SE side 2nd flr 57 1 0.0 65.2 66 65.2 10 ----65.2 0.0 8 -8.0 R14 - Bldg 3 NW side 2nd flr 58 1 0.0 57.1 66 57.1 10 ----57.1 0.0 8 -8.0 R15 - Bldg 3 SW side 2nd flr 59 1 0.0 55.6 66 55.6 10 ----55.6 0.0 8 -8.0 R16 - Bldg 4 NE side 2nd flr 60 1 0.0 63.4 66 63.4 10 ----63.4 0.0 8 -8.0 R17 - Bldg 4 SE side 2nd flr 61 1 0.0 60.8 66 60.8 10 ----60.8 0.0 8 -8.0 R18 - Bldg 4 NW side 2nd flr 62 1 0.0 55.9 66 55.9 10 ----55.9 0.0 8 -8.0 R19 - Bldg 4 SW side 2nd flr 63 1 0.0 59.4 66 59.4 10 ----59.4 0.0 8 -8.0 R20 - Bldg 5 NE side 2nd flr 64 1 0.0 63.4 66 63.4 10 ----63.4 0.0 8 -8.0 R21 - Bldg 5 SE side 2nd flr 65 1 0.0 58.5 66 58.5 10 ----58.5 0.0 8 -8.0 R22 - Bldg 5 NW side 2nd flr 66 1 0.0 60.7 66 60.7 10 ----60.7 0.0 8 -8.0 R23 - Bldg 5 SW side 2nd flr 67 1 0.0 60.0 66 60.0 10 ----60.0 0.0 8 -8.0 R24 - Bldg 6 NE side 2nd flr 68 1 0.0 65.2 66 65.2 10 ----65.2 0.0 8 -8.0 R25 - Bldg 6 SE side 2nd flr 69 1 0.0 61.5 66 61.5 10 ----61.5 0.0 8 -8.0 R26 - Bldg 6 NW side 2nd flr 70 1 0.0 56.6 66 56.6 10 ----56.6 0.0 8 -8.0 R27 - Bldg 6 SW side 2nd flr 71 1 0.0 58.0 66 58.0 10 ----58.0 0.0 8 -8.0 C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\Yr 2035 w Prj 0318 2 30 March 2018 RESULTS: SOUND LEVELS PN 10271 R28 - Bldg 7 N side 2nd flr 72 1 0.0 64.3 66 64.3 10 ----64.3 0.0 8 -8.0 R29 - Bldg 7 NE side 2nd flr 73 1 0.0 61.1 66 61.1 10 ----61.1 0.0 8 -8.0 R30 - Bldg 7 SE side 2nd flr 74 1 0.0 58.9 66 58.9 10 ----58.9 0.0 8 -8.0 R31 - Bldg 7 S side 2nd flr 75 1 0.0 60.3 66 60.3 10 ----60.3 0.0 8 -8.0 R32 - Bldg 7 SW corner 2nd flr 76 1 0.0 61.8 66 61.8 10 ----61.8 0.0 8 -8.0 R33 - Bldg 7 SW side 2nd flr 77 1 0.0 56.8 66 56.8 10 ----56.8 0.0 8 -8.0 R34 - Bldg 7 W side 2nd flr 78 1 0.0 62.9 66 62.9 10 ----62.9 0.0 8 -8.0 R35 - Bldg 7 NW side 2nd flr 79 1 0.0 63.1 66 63.1 10 ----63.1 0.0 8 -8.0 R4 - Bldg 2 NE side 3rd flr 80 1 0.0 73.9 66 73.9 10 Snd Lvl 73.9 0.0 8 -8.0 R5 - Bldg 2 SE side 3rd flr 81 1 0.0 69.9 66 69.9 10 Snd Lvl 69.9 0.0 8 -8.0 R6 - Bldg 2 NW side 3rd flr 82 1 0.0 72.6 66 72.6 10 Snd Lvl 72.6 0.0 8 -8.0 R7 - Bldg 2 SW side 3rd flr 83 1 0.0 68.7 66 68.7 10 Snd Lvl 68.7 0.0 8 -8.0 R8 - Bldg 1 NE side 3rd flr 84 1 0.0 66.9 66 66.9 10 Snd Lvl 66.9 0.0 8 -8.0 R9 - Bldg 1 SE side 3rd flr 85 1 0.0 62.4 66 62.4 10 ----62.4 0.0 8 -8.0 R10 - Bldg 1 NW side 3rd flr 86 1 0.0 68.3 66 68.3 10 Snd Lvl 68.3 0.0 8 -8.0 R11 - Bldg 1 SW side 3rd flr 87 1 0.0 66.5 66 66.5 10 Snd Lvl 66.5 0.0 8 -8.0 R12 - Bldg 3 NE side 3rd flr 88 1 0.0 69.9 66 69.9 10 Snd Lvl 69.9 0.0 8 -8.0 R13 - Bldg 3 SE side 3rd flr 89 1 0.0 66.7 66 66.7 10 Snd Lvl 66.7 0.0 8 -8.0 R14 - Bldg 3 NW side 3rd flr 90 1 0.0 61.6 66 61.6 10 ----61.6 0.0 8 -8.0 R15 - Bldg 3 SW side 3rd flr 91 1 0.0 59.5 66 59.5 10 ----59.5 0.0 8 -8.0 R16 - Bldg 4 NE side 3rd flr 92 1 0.0 64.9 66 64.9 10 ----64.9 0.0 8 -8.0 R17 - Bldg 4 SE side 3rd flr 93 1 0.0 62.6 66 62.6 10 ----62.6 0.0 8 -8.0 R18 - Bldg 4 NW side 3rd flr 94 1 0.0 58.9 66 58.9 10 ----58.9 0.0 8 -8.0 R19 - Bldg 4 SW side 3rd flr 95 1 0.0 60.0 66 60.0 10 ----60.0 0.0 8 -8.0 R20 - Bldg 5 NE side 3rd flr 96 1 0.0 64.7 66 64.7 10 ----64.7 0.0 8 -8.0 R21 - Bldg 5 SE side 3rd flr 97 1 0.0 59.5 66 59.5 10 ----59.5 0.0 8 -8.0 R22 - Bldg 5 NW side 3rd flr 98 1 0.0 63.4 66 63.4 10 ----63.4 0.0 8 -8.0 R23 - Bldg 5 SW side 3rd flr 99 1 0.0 60.7 66 60.7 10 ----60.7 0.0 8 -8.0 R24 - Bldg 6 NE side 3rd flr 100 1 0.0 66.3 66 66.3 10 Snd Lvl 66.3 0.0 8 -8.0 R25 - Bldg 6 SE side 3rd flr 101 1 0.0 62.1 66 62.1 10 ----62.1 0.0 8 -8.0 R26 - Bldg 6 NW side 3rd flr 102 1 0.0 61.5 66 61.5 10 ----61.5 0.0 8 -8.0 R27 - Bldg 6 SW side 3rd flr 103 1 0.0 60.1 66 60.1 10 ----60.1 0.0 8 -8.0 R28 - Bldg 7 N side 3rd flr 104 1 0.0 65.9 66 65.9 10 ----65.9 0.0 8 -8.0 R29 - Bldg 7 NE side 3rd flr 105 1 0.0 62.9 66 62.9 10 ----62.9 0.0 8 -8.0 R30 - Bldg 7 SE side 3rd flr 106 1 0.0 60.1 66 60.1 10 ----60.1 0.0 8 -8.0 R31 - Bldg 7 S side 3rd flr 107 1 0.0 60.2 66 60.2 10 ----60.2 0.0 8 -8.0 R32 - Bldg 7 SW corner 3rd flr 108 1 0.0 61.5 66 61.5 10 ----61.5 0.0 8 -8.0 R33 - Bldg 7 SW side 3rd flr 109 1 0.0 56.9 66 56.9 10 ----56.9 0.0 8 -8.0 R34 - Bldg 7 W side 3rd flr 110 1 0.0 63.1 66 63.1 10 ----63.1 0.0 8 -8.0 R35 - Bldg 7 NW side 3rd flr 111 1 0.0 63.3 66 63.3 10 ----63.3 0.0 8 -8.0 R28 - Bldg 7 N side 4th flr 112 1 0.0 67.0 66 67.0 10 Snd Lvl 67.0 0.0 8 -8.0 C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\Yr 2035 w Prj 0318 3 30 March 2018 RESULTS: SOUND LEVELS PN 10271 R29 - Bldg 7 NE side 4th flr 113 1 0.0 64.6 66 64.6 10 ----64.6 0.0 8 -8.0 R30 - Bldg 7 SE side 4th flr 114 1 0.0 62.0 66 62.0 10 ----62.0 0.0 8 -8.0 R31 - Bldg 7 S side 4th flr 115 1 0.0 60.3 66 60.3 10 ----60.3 0.0 8 -8.0 R32 - Bldg 7 SW corner 4th flr 125 1 0.0 61.3 66 61.3 10 ----61.3 0.0 8 -8.0 R33 - Bldg 7 SW side 4th flr 127 1 0.0 56.9 66 56.9 10 ----56.9 0.0 8 -8.0 R34 - Bldg 7 W side 4th flr 129 1 0.0 63.6 66 63.6 10 ----63.6 0.0 8 -8.0 R35 - Bldg 7 NW side 4th flr 131 1 0.0 63.5 66 63.5 10 ----63.5 0.0 8 -8.0 R36 - Bldg 7 Deck 4th flr 133 1 0.0 66.2 66 66.2 10 Snd Lvl 66.2 0.0 8 -8.0 R37 - Natural Play Area 135 1 0.0 63.6 66 63.6 10 ----63.6 0.0 8 -8.0 R38 - Dog Park 136 1 0.0 64.9 66 64.9 10 ----64.9 0.0 8 -8.0 Dwelling Units # DUs Noise Reduction Min Avg Max dB dB dB All Selected 116 0.0 0.0 0.0 All Impacted 22 0.0 0.0 0.0 All that meet NR Goal 0 0.0 0.0 0.0 C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\Yr 2035 w Prj 0318 4 30 March 2018 INPUT: ROADWAYS PN 10271 Dudek 30 March 2018 MG TNM 2.5 INPUT: ROADWAYS Average pavement type shall be used unlessPROJECT/CONTRACT:PN 10271 a State highway agency substantiates the useRUN:Bonita Glen Residential Proj Cal Run of a different type with the approval of FHWARoadwayPointsNameWidthNameNo.Coordinates (pavement)Flow Control SegmentXYZControlSpeedPercentPvmt OnDeviceConstraintVehiclesTypeStruct?Affectedft ft ft ft mph % E Flower St s of Bonita 40.0 point25 25 269.1 2,122.5 50.00 Average point26 26 323.8 2,157.5 50.00 Average point27 27 396.0 2,262.5 50.00 E Flower St n of Bonita 40.0 point28 28 417.8 2,306.2 50.00 Average point29 29 446.3 2,406.9 50.00 Average point30 30 450.6 2,492.2 50.00 Average point31 31 439.7 2,557.8 50.00 Bonita Glen Dr - s of Bonita Rd 24.0 point32 32 1,225.0 2,204.0 42.00 Average point34 34 1,273.6 2,035.6 47.00 Average point35 35 1,322.2 1,871.5 50.00 Average point36 36 1,382.1 1,725.7 53.00 Average point37 37 1,447.2 1,658.0 61.00 Average point38 38 1,510.6 1,616.3 65.00 Average point39 39 1,587.0 1,594.6 69.00 Average point40 40 1,691.2 1,594.6 73.00 Average point41 41 1,791.0 1,592.0 78.00 Average point42 42 1,848.2 1,575.4 85.00 Average point43 43 1,916.4 1,526.5 92.00 Average point33 33 1,968.8 1,479.0 100.00 Bonita Glen Dr - s. of Vista Dr 24.0 point44 44 1,971.1 1,474.4 100.00 Average point45 45 1,986.9 1,447.6 104.00 Average point46 46 2,007.6 1,384.9 110.00 Average point47 47 2,015.2 1,232.2 119.00 Average point48 48 2,025.7 1,080.0 120.00 Vista Drive 24.0 point49 49 1,980.2 1,484.6 100.00 Average C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\Calbration 1 30 March 2018 INPUT: ROADWAYS PN 10271 point50 50 2,025.3 1,506.3 103.00 Average point51 51 2,047.0 1,531.4 101.00 Average point52 52 2,060.0 1,562.7 100.00 Average point53 53 2,080.0 1,631.3 99.00 Average point54 54 2,111.3 1,735.5 98.00 Average point55 55 2,115.6 1,786.7 92.00 Average point56 56 2,120.0 1,841.4 88.00 Average point57 57 2,100.0 1,865.7 84.00 Average point58 58 2,047.0 1,890.0 71.00 Average point59 59 1,781.4 1,886.5 61.00 Driveway 20.0 point60 60 2,128.6 1,848.3 88.00 Average point61 61 2,203.3 1,883.1 92.00 Average point62 62 2,232.0 1,890.9 99.00 Average point63 63 2,277.1 1,883.1 105.00 Average point64 64 2,314.4 1,853.5 104.00 Average point65 65 2,337.0 1,817.9 102.00 Average point66 66 2,346.5 1,798.8 104.00 Average point67 67 2,335.3 1,757.2 107.00 Average point68 68 2,279.7 1,600.9 112.00 Adrienne Dr 18.0 point70 70 2,034.0 1,244.8 119.00 Average point72 72 2,097.9 1,247.5 122.00 Average point73 73 2,190.4 1,257.9 125.00 Average point74 74 2,272.4 1,278.1 122.00 Average point75 75 2,315.6 1,287.4 119.00 Average point76 76 2,359.7 1,287.4 117.00 Average point77 77 2,409.3 1,281.9 117.00 Average point78 78 2,454.8 1,258.5 119.00 Average point79 79 2,511.3 1,192.3 120.00 Average point80 80 2,559.5 1,141.4 122.00 Average point81 81 2,562.3 1,106.9 123.00 Average point82 82 2,554.0 1,078.0 124.00 Average point83 83 2,541.6 1,042.1 125.00 Average point71 71 2,518.2 1,003.6 128.00 Sandalwood Dr 38.0 point84 84 278.5 1,838.9 56.00 Average point86 86 492.1 1,898.0 55.00 Average point87 87 563.3 1,925.8 52.00 Average point88 88 632.7 1,936.2 50.00 Average point89 89 764.7 1,939.6 48.00 Average point90 90 804.6 1,950.1 46.00 Average C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\Calbration 2 30 March 2018 INPUT: ROADWAYS PN 10271 point91 91 820.3 1,974.4 45.00 Average point92 92 823.7 2,017.8 44.00 Average point85 85 816.8 2,189.7 42.00 I-805 SB 80.0 point93 93 778.5 2,913.7 52.00 Average point95 95 1,344.5 2,646.3 62.00 Average point96 96 1,643.2 2,502.2 63.00 Average point97 97 1,778.6 2,432.8 64.00 Average point98 98 1,926.1 2,339.0 65.00 Average point100 100 2,092.8 2,222.7 68.00 Average point101 101 2,273.4 2,083.8 73.00 Average point102 102 2,407.1 1,960.5 75.00 Average point103 103 2,575.5 1,786.9 81.00 Average point104 104 2,684.9 1,651.5 82.00 Average point105 105 2,827.2 1,458.8 85.00 Average point106 106 2,966.1 1,189.7 88.00 Average point107 107 3,054.7 1,007.3 92.00 Average point94 94 3,115.4 870.2 98.00 I-805 NB 87.0 point108 108 3,242.8 916.0 98.00 Average point110 110 3,164.7 1,049.7 92.00 Average point111 111 3,048.3 1,271.9 88.00 Average point112 112 2,952.9 1,436.8 85.00 Average point113 113 2,763.6 1,707.7 82.00 Average point114 114 2,642.1 1,850.1 78.00 Average point115 115 2,452.8 2,055.0 75.00 Average point116 116 2,308.7 2,176.5 73.00 Average point117 117 2,175.0 2,280.7 68.00 Average point118 118 1,933.7 2,452.5 65.00 Average point119 119 1,612.5 2,617.5 60.00 Average point109 109 831.2 2,990.8 52.00 Bonita Rd at I-15 70.0 point121 121 2,066.4 2,247.7 44.00 Average point122 122 2,209.3 2,250.8 46.00 Bonita Rd w. of I-15 70.0 point1 1 256.2 2,358.0 50.00 Average point3 3 351.4 2,307.7 50.00 Average point4 4 400.6 2,284.7 50.00 Average point5 5 500.2 2,248.6 48.00 Average point6 6 582.2 2,228.9 45.00 Average point7 7 722.2 2,213.6 42.00 Average point8 8 819.5 2,212.5 42.00 Average point9 9 1,221.0 2,221.2 42.00C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\Calbration 3 30 March 2018 INPUT: ROADWAYS PN 10271 Bonita Rd e. of I-15 70.0 point123 123 2,220.1 2,251.3 46.00 Average point13 13 2,352.3 2,253.9 48.00 Average point14 14 2,425.3 2,255.3 48.00 Average point18 18 2,618.5 2,242.5 48.00 Average point19 19 2,946.4 2,203.9 48.00 Average point20 20 3,147.7 2,166.7 48.00 Bonita Rd w. of I-15-2 70.0 point132 132 1,221.0 2,221.2 42.00 Average point10 10 1,491.1 2,234.4 43.00 Average point11 11 1,730.7 2,238.7 43.00 Average point136 136 1,869.0 2,243.7 43.33 Average point137 137 1,946.7 2,244.8 43.67 Bonita Rd w. of I-15-2-2 70.0 point138 138 1,980.7 2,246.9 43.67 Average point120 120 2,050.6 2,247.2 44.00 C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\Calbration 4 30 March 2018 INPUT: TRAFFIC FOR LAeq1h Volumes PN 10271 Dudek 30 March 2018 MG TNM 2.5 INPUT: TRAFFIC FOR LAeq1h Volumes PROJECT/CONTRACT:PN 10271 RUN:Bonita Glen Residential Proj Cal Run Roadway PointsNameName No.SegmentAutos MTrucks HTrucks Buses Motorcycles V S V S V S V S V Sveh/hr mph veh/hr mph veh/hr mph veh/hr mph veh/hr mph E Flower St s of Bonita point25 25 0 0 0 0 0 0 0 0 0 0 point26 26 0 0 0 0 0 0 0 0 0 0 point27 27 E Flower St n of Bonita point28 28 0 0 0 0 0 0 0 0 0 0 point29 29 0 0 0 0 0 0 0 0 0 0 point30 30 0 0 0 0 0 0 0 0 0 0 point31 31 Bonita Glen Dr - s of Bonita Rd point32 32 300 35 6 35 0 0 0 0 0 0 point34 34 300 35 6 35 0 0 0 0 0 0 point35 35 300 35 6 35 0 0 0 0 0 0 point36 36 300 35 6 35 0 0 0 0 0 0 point37 37 300 35 6 35 0 0 0 0 0 0 point38 38 300 35 6 35 0 0 0 0 0 0 point39 39 300 35 6 35 0 0 0 0 0 0 point40 40 300 35 6 35 0 0 0 0 0 0 point41 41 300 35 6 35 0 0 0 0 0 0 point42 42 300 35 6 35 0 0 0 0 0 0 point43 43 300 35 6 35 0 0 0 0 0 0 point33 33 Bonita Glen Dr - s. of Vista Dr point44 44 210 35 0 0 0 0 6 35 0 0 point45 45 210 35 0 0 0 0 6 35 0 0 point46 46 210 35 0 0 0 0 6 35 0 0 point47 47 210 35 0 0 0 0 6 35 0 0 C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\Calbration 1 30 March 2018 INPUT: TRAFFIC FOR LAeq1h Volumes PN 10271 point48 48 Vista Drive point49 49 0 0 0 0 0 0 0 0 0 0 point50 50 0 0 0 0 0 0 0 0 0 0 point51 51 0 0 0 0 0 0 0 0 0 0 point52 52 0 0 0 0 0 0 0 0 0 0 point53 53 0 0 0 0 0 0 0 0 0 0 point54 54 0 0 0 0 0 0 0 0 0 0 point55 55 0 0 0 0 0 0 0 0 0 0 point56 56 0 0 0 0 0 0 0 0 0 0 point57 57 0 0 0 0 0 0 0 0 0 0 point58 58 0 0 0 0 0 0 0 0 0 0 point59 59 Driveway point60 60 0 0 0 0 0 0 0 0 0 0 point61 61 0 0 0 0 0 0 0 0 0 0 point62 62 0 0 0 0 0 0 0 0 0 0 point63 63 0 0 0 0 0 0 0 0 0 0 point64 64 0 0 0 0 0 0 0 0 0 0 point65 65 0 0 0 0 0 0 0 0 0 0 point66 66 0 0 0 0 0 0 0 0 0 0 point67 67 0 0 0 0 0 0 0 0 0 0 point68 68 Adrienne Dr point70 70 0 0 0 0 0 0 0 0 0 0 point72 72 0 0 0 0 0 0 0 0 0 0 point73 73 0 0 0 0 0 0 0 0 0 0 point74 74 0 0 0 0 0 0 0 0 0 0 point75 75 0 0 0 0 0 0 0 0 0 0 point76 76 0 0 0 0 0 0 0 0 0 0 point77 77 0 0 0 0 0 0 0 0 0 0 point78 78 0 0 0 0 0 0 0 0 0 0 point79 79 0 0 0 0 0 0 0 0 0 0 point80 80 0 0 0 0 0 0 0 0 0 0 point81 81 0 0 0 0 0 0 0 0 0 0 point82 82 0 0 0 0 0 0 0 0 0 0 point83 83 0 0 0 0 0 0 0 0 0 0 point71 71 Sandalwood Dr point84 84 0 0 0 0 0 0 0 0 0 0C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\Calbration 2 30 March 2018 INPUT: TRAFFIC FOR LAeq1h Volumes PN 10271 point86 86 0 0 0 0 0 0 0 0 0 0 point87 87 0 0 0 0 0 0 0 0 0 0 point88 88 0 0 0 0 0 0 0 0 0 0 point89 89 0 0 0 0 0 0 0 0 0 0 point90 90 0 0 0 0 0 0 0 0 0 0 point91 91 0 0 0 0 0 0 0 0 0 0 point92 92 0 0 0 0 0 0 0 0 0 0 point85 85 I-805 SB point93 93 7860 65 144 65 192 65 0 0 0 0 point95 95 7860 65 144 65 192 65 0 0 0 0 point96 96 7860 65 144 65 192 65 0 0 0 0 point97 97 7860 65 144 65 192 65 0 0 0 0 point98 98 7860 65 144 65 192 65 0 0 0 0 point100 100 7860 65 144 65 192 65 0 0 0 0 point101 101 7860 65 144 65 192 65 0 0 0 0 point102 102 7860 65 144 65 192 65 0 0 0 0 point103 103 7860 65 144 65 192 65 0 0 0 0 point104 104 7860 65 144 65 192 65 0 0 0 0 point105 105 7860 65 144 65 192 65 0 0 0 0 point106 106 7860 65 144 65 192 65 0 0 0 0 point107 107 7860 65 144 65 192 65 0 0 0 0 point94 94 I-805 NB point108 108 7860 65 144 65 192 65 0 0 0 0 point110 110 7860 65 144 65 192 65 0 0 0 0 point111 111 7860 65 144 65 192 65 0 0 0 0 point112 112 7860 65 144 65 192 65 0 0 0 0 point113 113 7860 65 144 65 192 65 0 0 0 0 point114 114 7860 65 144 65 192 65 0 0 0 0 point115 115 7860 65 144 65 192 65 0 0 0 0 point116 116 7860 65 144 65 192 65 0 0 0 0 point117 117 7860 65 144 65 192 65 0 0 0 0 point118 118 7860 65 144 65 192 65 0 0 0 0 point119 119 7860 65 144 65 192 65 0 0 0 0 point109 109 Bonita Rd at I-15 point121 121 0 0 0 0 0 0 0 0 0 0 point122 122C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\Calbration 3 30 March 2018 INPUT: TRAFFIC FOR LAeq1h Volumes PN 10271 Bonita Rd w. of I-15 point1 1 1170 45 0 0 0 0 12 45 0 0 point3 3 1170 45 0 0 0 0 12 45 0 0 point4 4 1170 45 0 0 0 0 12 45 0 0 point5 5 1170 45 0 0 0 0 12 45 0 0 point6 6 1170 45 0 0 0 0 12 45 0 0 point7 7 1170 45 0 0 0 0 12 45 0 0 point8 8 1170 45 0 0 0 0 12 45 0 0 point9 9 Bonita Rd e. of I-15 point123 123 0 0 0 0 0 0 0 0 0 0 point13 13 0 0 0 0 0 0 0 0 0 0 point14 14 0 0 0 0 0 0 0 0 0 0 point18 18 0 0 0 0 0 0 0 0 0 0 point19 19 0 0 0 0 0 0 0 0 0 0 point20 20 Bonita Rd w. of I-15-2 point132 132 1170 45 0 0 0 0 12 45 0 0 point10 10 1170 45 0 0 0 0 12 45 0 0 point11 11 1170 45 0 0 0 0 12 45 0 0 point136 136 1170 45 0 0 0 0 12 45 0 0 point137 137 Bonita Rd w. of I-15-2-2 point138 138 1170 45 0 0 0 0 12 45 0 0 point120 120 C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\Calbration 4 30 March 2018 INPUT: RECEIVERS PN 10271 Dudek 30 March 2018 MG TNM 2.5 INPUT: RECEIVERS PROJECT/CONTRACT:PN 10271 RUN:Bonita Glen Residential Proj Cal Run ReceiverName No.#DUs Coordinates (ground)Height Input Sound Levels and Criteria ActiveXYZaboveExistingImpact Criteria NR inGroundLAeq1hLAeq1hSub'l Goal Calc. ft ft ft ft dBA dBA dB dB ST1 1 1 1,928.3 1,852.6 69.00 5.00 62.30 66 10.0 8.0 ST2 2 1 1,362.1 1,893.5 47.00 5.00 62.70 66 10.0 8.0 Y ST3 3 1 1,305.2 1,804.7 49.00 5.00 62.10 66 10.0 8.0 Y ST4 4 1 2,028.8 1,417.0 106.00 5.00 63.90 66 10.0 8.0 Y ST5 5 1 677.8 2,177.2 45.00 5.00 70.60 66 10.0 8.0 Y ST6 6 1 1,790.9 2,087.7 43.00 5.00 68.10 66 10.0 8.0 Y C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\Calbration 1 30 March 2018 INPUT: BARRIERS PN 10271 Dudek 30 March 2018 MG TNM 2.5 INPUT: BARRIERS PROJECT/CONTRACT:PN 10271 RUN:Bonita Glen Residential Proj Cal Run Barrier PointsNameTypeHeight If Wall If Berm Add'tnl Name No.Coordinates (bottom)Height SegmentMinMax$ per $ per Top Run:Rise $ per X Y Z at Seg Ht Perturbs On ImportantUnitUnitWidthUnitPointIncre-#Up #Dn Struct?Reflec-Area Vol. Length ment tions?ft ft $/sq ft $/cu yd ft ft:ft $/ft ft ft ft ft ft Barrier1 W 0.00 100.00 0.00 0.00 point1 1 1,782.5 2,026.2 61.00 35.00 0.00 0 0 point2 2 1,785.7 1,957.3 61.00 35.00 0.00 0 0 point3 3 1,942.2 1,961.7 62.00 35.00 0.00 0 0 point4 4 1,938.9 2,032.8 62.00 35.00 Barrier4 W 0.00 99.99 0.00 0.00 point15 15 1,383.0 2,063.3 47.00 10.00 0.00 0 0 point16 16 1,341.3 2,049.6 47.00 10.00 Barrier5 W 0.00 99.99 0.00 0.00 point17 17 1,538.6 1,953.0 49.00 35.00 0.00 0 0 point18 18 1,733.3 1,957.3 57.00 35.00 0.00 0 0 point19 19 1,731.1 2,089.7 57.00 35.00 0.00 0 0 point20 20 1,654.5 2,089.7 57.00 35.00 0.00 0 0 point21 21 1,653.4 2,024.1 57.00 35.00 0.00 0 0 point22 22 1,534.2 2,024.1 49.00 35.00 Barrier6 W 0.00 99.99 0.00 0.00 point23 23 782.5 2,847.5 52.00 4.00 0.00 0 0 point24 24 1,348.5 2,580.1 62.00 4.00 0.00 0 0 point25 25 1,647.2 2,436.0 64.00 4.00 0.00 0 0 point26 26 1,782.6 2,366.6 65.00 4.00 0.00 0 0 Y point27 27 1,930.1 2,272.8 66.00 4.00 0.00 0 0 Y point28 28 2,096.8 2,156.5 69.00 4.00 0.00 0 0 Y point29 29 2,277.4 2,012.6 74.00 4.00 0.00 0 0 point30 30 2,411.1 1,889.3 76.00 4.00 0.00 0 0 point31 31 2,574.4 1,715.7 82.00 4.00 0.00 0 0 point32 32 2,683.8 1,580.3 83.00 4.00 0.00 0 0 point33 33 2,800.8 1,400.2 86.00 4.00 0.00 0 0 point34 34 2,939.7 1,131.1 89.00 4.00 0.00 0 0 point35 35 3,041.0 938.6 93.00 4.00 0.00 0 0 point36 36 3,101.7 801.5 99.00 4.00 Denny's W 0.00 99.99 0.00 0.00 point38 38 1,513.1 2,092.0 57.00 14.00 0.00 0 0 point39 39 1,590.5 2,091.0 57.00 14.00 0.00 0 0 point40 40 1,590.5 2,168.3 57.00 14.00 0.00 0 0 point41 41 1,513.1 2,168.3 57.00 14.00 C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\Calbration 1 30 March 2018 INPUT: TERRAIN LINES PN 10271 Dudek 30 March 2018 MG TNM 2.5 INPUT: TERRAIN LINES PROJECT/CONTRACT:PN 10271 RUN:Bonita Glen Residential Proj Cal Run Terrain Line PointsNameNo.Coordinates (ground)X Y Zft ft ft Terrain Line1 1 2,233.6 1,865.9 99.002 2,257.5 1,819.6 105.003 2,264.5 1,757.0 110.004 2,247.1 1,691.0 110.005 2,219.3 1,618.0 120.006 2,122.0 1,381.7 130.00 Terrain Line2 7 2,205.9 1,910.4 95.008 2,108.1 1,947.1 86.009 1,920.6 1,934.9 75.0010 1,741.4 1,934.9 61.00 C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\Calbration 1 30 March 2018 RESULTS: SOUND LEVELS PN 10271 Dudek 30 March 2018 MG TNM 2.5 Calculated with TNM 2.5 RESULTS: SOUND LEVELS PROJECT/CONTRACT: PN 10271 RUN: Bonita Glen Residential Proj Cal Run BARRIER DESIGN: INPUT HEIGHTS Average pavement type shall be used unless a State highway agency substantiates the use ATMOSPHERICS: 68 deg F, 50% RH of a different type with approval of FHWA.ReceiverName No.#DUs Existing No Barrier With BarrierLAeq1hLAeq1h Increase over existing Type Calculated Noise ReductionCalculatedCrit'n Calculated Crit'n Impact LAeq1h Calculated Goal CalculatedSub'l Inc minusGoaldBA dBA dBA dB dB dBA dB dB dB ST1 1 1 62.3 60.5 66 -1.8 10 ----60.5 0.0 8 -8.0 ST2 2 1 62.7 62.4 66 -0.3 10 ----62.4 0.0 8 -8.0 ST3 3 1 62.1 62.5 66 0.4 10 ----62.5 0.0 8 -8.0 ST4 4 1 63.9 63.4 66 -0.5 10 ----63.4 0.0 8 -8.0 ST5 5 1 70.6 68.7 66 -1.9 10 Snd Lvl 68.7 0.0 8 -8.0 ST6 6 1 68.1 67.8 66 -0.3 10 Snd Lvl 67.8 0.0 8 -8.0 Dwelling Units # DUs Noise Reduction Min Avg Max dB dB dB All Selected 6 0.0 0.0 0.0 All Impacted 2 0.0 0.0 0.0 All that meet NR Goal 0 0.0 0.0 0.0 C:\TNM25\PROJECT FILES\BONITA GLEN RESI PN 10271\Calbration 1 30 March 2018 ATTACHMENT 5 Representative Heating, Ventilation and Air Conditioning Sound Power Levels © 2013Trane Pub. No. 22-1799-17 Product Data 4DCY4024 through 4DCY4060 Single Packaged Convertible Dual Fuel 14 SEER 2 - 5 Ton, 40 - 120 MBTU R-410A 22-1799-17 5 General Data 4DCY4024A1064B 208-230/1/60 23600 760 2.162 12/14.0 68 22400 / 3.7 1.77 11600 / 2.38 1.24 8.0 64000 51500 35 / 65 48000 41200 79 NATURAL 1/2 208-230/1/60 16.1 25 25 RECIPROCATING 208-230/1/60 8.3 / 57.8 SPINE-FIN 2 / 24 13.32 3/8 EXPANSION VALVE PLATE FIN 3 / 15 3.54 3/8 EXPANSION VALVE 3/4 FEMALE NPT PROPELLER 23.4 DIRECT / 1 2590 1/12 / 810 208-230/1/60 0.54 / 0.95 CENTRIFUGAL 10 X 10 DIRECT / VARIABLE SEE FAN PERFORMANCE TABLE 1/2 / VARIABLE 200-230/1/60 4.3 / 4.3 CENTRIFUGAL DIRECT / 2 1/45 / 2800/1500 208-230/1/60 0.34 NO THROWAWAY 4 R410A / 6.5 H X W X L 45.86 / 44.5 / 52.03 481 / 385 1 Certified in accordance with the Unitary Air-Conditioner Equipment certification program, which is based on AHRI Standard 210/240. 2 All models are U L Listed. Ratings shown are for elevations up to 2000 ft. For higher elevations reduce ratings at a rate of 4% per 1000 ft. elevation. 3 Convertible to LPG. 4 This value is approximate. For more precise value, see Unit Nameplate. 5 Based on U.S. Government Standard Tests. 6 Filters must be installed in return air stream. Square footages listed are based on 300 f.p.m. face velocity. If permanent filters are used size per manufacturer's recommendation with a clean resistance of 0.05" W.C. 7 Sound Power values are not adjusted for AHRI 270-95 tonal corrections. 8 Standard Air — Dry Coil — Outdoor. 4DCY4030A1075B 208-230/1/60 30000 880 2.15 12.0 / 14.25 71 28000 / 3.9 2.15 15400 / 2.48 1.81 8.0 75000 60500 30 / 60 56250 48400 79.5 NATURAL/LP 1/2 208-230/1/60 19.1 30 30 RECIPROCATING 200-230/1/60 11.1 / 63 SPINE-FIN 2 / 24 13.32 3/8 EXPANSION VALVE PLATE FIN 4 / 15 3.54 3/8 EXPANSION VALVE 3/4 FEMALE NPT PROPELLER 23.4 DIRECT / 1 3250 1/6 / 830 208-230/1/60 1.0 / 1.7 CENTRIFUGAL 10 X 10 DIRECT / VARIABLE SEE FAN PERFORMANCE TABLE 1/2 / VARIABLE 208-230/1/60 4.3 / 4.3 CENTRIFUGAL DIRECT / 2 1/45 / 2800/1500 208-230/1/60 0.34 NO THROWAWAY 4 R410A / 6.56 H X W X L 45.86 / 44.5 / 52.03 481 / 385 MODEL RATED Volts/PH/Hz Performance Cooling BTUH Indoor Airflow (CFM) Power Input (KW) EER/SEER(BTU/Watt-Hr.) Sound Power Rating [dB(A)]7 HP Heating Performance (High Temp.)BTUH / COP Power Input (KW) (Low Temp.) BTUH / COP Power Input (KW) HSPF (BTU / Watt-Hr.) Gas Heating Performance (High) Input BTUH Capacity BTUH Temp. Rise — Min/Max (°F) (Low) Input BTUH Capacity BTUH AFUE Type of Gas  Gas Pipe Size (in.) POWER CONN.—V/PH/HZ Min. Brch. Cir. Ampacity Fuse Size — Max. (amps) Fuse Size — Recmd. (amps) COMPRESSOR Volts/Ph/Hz R.L. Amps — L.R. Amps OUTDOOR COIL — TYPE Rows/F.P.I. Face Area (sq.ft.) Tube Size (in.) Refrigerant Control INDOOR COIL — TYPE Rows/F.P.I. Face Area (sq.ft.) Tube Size (in.) Refrigerant Control Drain Conn. Size (in.) OUTDOOR FAN — TYPE Dia. (in.) Drive/No. Speeds CFM @ 0.0 in. w.g. 7 Motor — HP/R.P.M. Volts/Ph/Hz F.L. Amps/L.R. Amps INDOOR FAN — TYPE Dia x Width (in.) Drive/No. Speeds CFM @ 0.0 in. w.g. Motor — HP/R.P.M. Volts/Ph/Hz F.L. Amps/L.R. Amps COMBUSTION FAN — TYPE Drive/No. Speeds Motor — HP/R.P.M. (High/Low) Volts/Ph/Hz FLA FILTER / FURNISHED Type Recommended Recmd. Face Area (sq. ft.) REFRIGERANT / Charge (lbs.) DIMENSIONS Crated (in.) WEIGHT / Shipping / Net (lbs.) 4DCY4036C1075A 208-230/1/60 37000 1150 3.11 12.0 / 14.0 69 33200 / 3.6 2.7 22400 / 2.4 2.5 8.0 75000 60500 30 / 60 56250 48400 79.5 NATURAL 1/2 208-230/1/60 26.2 40 40 SCROLL 208-230/1/60 16.7 / 79 SPINE-FIN 2 / 24 15.49 3/8 EXPANSION VALVE PLATE FIN 4 / 15 3.54 3/8 EXPANSION VALVE 3/4 FEMALE NPT PROPELLER 23.4 DIRECT / 1 3310 1/5 / 830 208-230/1/60 1.1 / 1.9 CENTRIFUGAL 10 X 10 DIRECT / VARIABLE SEE FAN PERFORMANCE TABLE 1/2 / VARIABLE 200-230/1/60 4.3 / 4.3 CENTRIFUGAL DIRECT / 2 1/45 / 2800/1500 208-230/1/60 0.34 NO THROWAWAY 4 R410A / 7.5 H X W X L 47.86 / 44.5 / 52.03 488 / 392 6 General Data 1 Certified in accordance with the Unitary Air-Conditioner Equipment certification program, which is based on AHRI Standard 210/240. 2 All models are U L Listed. Ratings shown are for elevations up to 2000 ft. For higher elevations reduce ratings at a rate of 4% per 1000 ft. elevation. 3 Convertible to LPG. 4 This value is approximate. For more precise value, see Unit Nameplate. 5 Based on U.S. Government Standard Tests. 6 Filters must be installed in return air stream. Square footages listed are based on 300 f.p.m. face velocity. If permanent filters are used size per manufacturer's recommendation with a clean resistance of 0.05" W.C. 7 Sound Power values are not adjusted for AHRI 270-95 tonal corrections. 8 Standard Air — Dry Coil — Outdoor. MODEL RATED Volts/PH/Hz Performance Cooling BTUH Indoor Airflow (CFM) Power Input (KW) EER/SEER(BTU/Watt-Hr.) Sound Power Rating [dB(A)]7 HP Heating Performance (High Temp.)BTUH / COP Power Input (KW) (Low Temp.) BTUH / COP Power Input (KW) HSPF (BTU / Watt-Hr.) Gas Heating Performance (High) Input BTUH Capacity BTUH Temp. Rise — Min/Max (°F) (Low) Input BTUH Capacity BTUH AFUE Type of Gas  Gas Pipe Size (in.) POWER CONN.—V/PH/HZ Min. Brch. Cir. Ampacity Fuse Size — Max. (amps) Fuse Size — Recmd. (amps) COMPRESSOR Volts/Ph/Hz R.L. Amps — L.R. Amps OUTDOOR COIL — TYPE Rows/F.P.I. Face Area (sq.ft.) Tube Size (in.) Refrigerant Control INDOOR COIL — TYPE Rows/F.P.I. Face Area (sq.ft.) Tube Size (in.) Refrigerant Control Drain Conn. Size (in.) OUTDOOR FAN — TYPE Dia. (in.) Drive/No. Speeds CFM @ 0.0 in. w.g. 7 Motor — HP/R.P.M. Volts/Ph/Hz F.L. Amps/L.R. Amps INDOOR FAN — TYPE Dia x Width (in.) Drive/No. Speeds CFM @ 0.0 in. w.g. Motor — HP/R.P.M. Volts/Ph/Hz F.L. Amps/L.R. Amps COMBUSTION FAN — TYPE Drive/No. Speeds Motor — HP/R.P.M. (High/Low) Volts/Ph/Hz FLA FILTER / FURNISHED Type Recommended Recmd. Face Area (sq. ft.) REFRIGERANT / Charge (lbs.) DIMENSIONS Crated (in.) WEIGHT / Shipping / Net (lbs.) 4DCY4042A1096B 208-230/1/60 42000 1370 3.27 12.0 / 14.25 74 39500 / 3.6 3.27 23600 / 2.26 3.06 8.0 96000 77500 30 / 60 72000 62000 80 NATURAL/LP 1/2 208-230/1/60 31.5 50 50 SCROLL 208-230/1/60 18.6 / 105 SPINE-FIN 2 / 24 18.01 3/8 EXPANSION VALVE PLATE FIN 3 / 15 5 3/8 EXPANSION VALVE 3/4 FEMALE NPT PROPELLER 28.2 DIRECT / 1 4440 1/4 / 825 208-230/1/60 1.5 / 3.4 CENTRIFUGAL 11 X 10 DIRECT / VARIABLE SEE FAN PERFORMANCE TABLE 3/4 / VARIABLE 208-230/1/60 6.8 / 6.8 CENTRIFUGAL DIRECT / 2 1/45 / 2800/1500 208-230/1/60 0.34 NO THROWAWAY 5.3 R410A / 7.25 H X W X L 47.86 / 47.4 / 61.75 653 / 525 4DCY4048B1096B 208-230/1/60 47500 1470 3.96 12.0 / 14.0 73 45000 / 3.5 3.77 26800 / 2.3 3.44 8.0 96000 77500 30 / 60 72000 62000 80 NATURAL 1/2 208-230/1/60 33.9 50 50 SCROLL 208-230/1/60 20.5 / 109 SPINE-FIN 2 / 24 18.01 3/8 EXPANSION VALVE PLATE FIN 3 / 15 5.0 3/8 EXPANSION VALVE 3/4 FEMALE NPT PROPELLER 28.2 DIRECT / 1 4450 1/4 / 825 208-230/1/60 1.4 / 3.5 CENTRIFUGAL 11 X 10 DIRECT / VARIABLE SEE FAN PERFORMANCE TABLE 3/4 / VARIABLE 200-230/1/60 6.8 / 6.8 CENTRIFUGAL DIRECT / 2 1/45 / 2800/1500 208-230/1/60 0.34 NO THROWAWAY 5.3 R410A / 7.75 H X W X L 47.86 / 47.4 / 61.75 653 / 525 4DCY4036B3075A 208-230/3/60 36000 1185 3.28 11.4 / 14.0 69 32400 / 3.5 2.7 20600 / 2.36 2.6 8.0 75000 60500 30 / 60 56250 48400 80.0 NATURAL 1/2 208-230/3/60 18.5 25 25 SCROLL 208-230/3/60 10.4 / 73 SPINE-FIN 2 / 24 15.49 3/8 EXPANSION VALVE PLATE FIN 4 / 15 3.54 3/8 EXPANSION VALVE 3/4 FEMALE NPT PROPELLER 23.4 DIRECT / 1 3270 1/5 / 830 208-230/1/60 1.1 / 1.9 CENTRIFUGAL 10 X 10 DIRECT / VARIABLE SEE FAN PERFORMANCE TABLE 1/2 / VARIABLE 200-230/1/60 4.3 / 4.3 CENTRIFUGAL DIRECT / 2 1/45 / 2800/1500 208-230/1/60 0.34 NO THROWAWAY 4 R410A / 7.4 H X W X L 47.86 / 44.5 / 52.03 488 / 392 7 General Data 1 Certified in accordance with the Unitary Air-Conditioner Equipment certification program, which is based on AHRI Standard 210/240. 2 All models are U L Listed. Ratings shown are for elevations up to 2000 ft. For higher elevations reduce ratings at a rate of 4% per 1000 ft. elevation. 3 Convertible to LPG. 4 This value is approximate. For more precise value, see Unit Nameplate. 5 Based on U.S. Government Standard Tests. 6 Filters must be installed in return air stream. Square footages listed are based on 300 f.p.m. face velocity. If permanent filters are used size per manufacturer's recommendation with a clean resistance of 0.05" W.C. 7 Sound Power values are not adjusted for AHRI 270-95 tonal corrections. 8 Standard Air — Dry Coil — Outdoor. MODEL RATED Volts/PH/Hz Performance Cooling BTUH Indoor Airflow (CFM) Power Input (KW) EER/SEER(BTU/Watt-Hr.) Sound Power Rating [dB(A)]7 HP Heating Performance (High Temp.)BTUH / COP Power Input (KW) (Low Temp.) BTUH / COP Power Input (KW) HSPF (BTU / Watt-Hr.) Gas Heating Performance (High) Input BTUH Capacity BTUH Temp. Rise — Min/Max (°F) (Low) Input BTUH Capacity BTUH AFUE Type of Gas  Gas Pipe Size (in.) POWER CONN.—V/PH/HZ Min. Brch. Cir. Ampacity Fuse Size — Max. (amps) Fuse Size — Recmd. (amps) COMPRESSOR Volts/Ph/Hz R.L. Amps — L.R. Amps OUTDOOR COIL — TYPE Rows/F.P.I. Face Area (sq.ft.) Tube Size (in.) Refrigerant Control INDOOR COIL — TYPE Rows/F.P.I. Face Area (sq.ft.) Tube Size (in.) Refrigerant Control Drain Conn. Size (in.) OUTDOOR FAN — TYPE Dia. (in.) Drive/No. Speeds CFM @ 0.0 in. w.g. 7 Motor — HP/R.P.M. Volts/Ph/Hz F.L. Amps/L.R. Amps INDOOR FAN — TYPE Dia x Width (in.) Drive/No. Speeds CFM @ 0.0 in. w.g. Motor — HP/R.P.M. Volts/Ph/Hz F.L. Amps/L.R. Amps COMBUSTION FAN — TYPE Drive/No. Speeds Motor — HP/R.P.M. (High/Low) Volts/Ph/Hz FLA FILTER / FURNISHED Type Recommended Recmd. Face Area (sq. ft.) REFRIGERANT / Charge (lbs.) DIMENSIONS Crated (in.) WEIGHT / Shipping / Net (lbs.) 4DCY4048A3096C 208-230/3/60 47000 1470 4.03 10.85 / 14.0 73 42500 / 3.5 3.56 26800 / 2.3 3.44 8.0 96000 77500 30 / 60 72000 62000 80 NATURAL 1/2 208-230/3/60 25.3 35 35 SCROLL 208-230/3/60 13.7 / 83.1 SPINE-FIN 2 / 24 18.01 3/8 EXPANSION VALVE PLATE FIN 3 / 15 5.0 3/8 EXPANSION VALVE 3/4 FEMALE NPT PROPELLER 28.2 DIRECT / 1 4450 1/4 / 825 208-230/1/60 1.4 / 3.5 CENTRIFUGAL 11 X 10 DIRECT / VARIABLE SEE FAN PERFORMANCE TABLE 3/4 / VARIABLE 200-230/1/60 6.8 / 6.8 CENTRIFUGAL DIRECT / 2 1/45 / 2800/1500 208-230/1/60 0.34 NO THROWAWAY 5.3 R410A / 7.75 H X W X L 47.86 / 47.4 / 61.75 653 / 525 4DCY4060B1120C 208-230/1/60 58000 1785 4.83 12.0 / 14.0 76 55000 / 3.6 4.48 35400 / 2.4 4.30 8.0 120000 96000 30 / 60 90000 77500 80.0 NATURAL 1/2 208-230/1/60 39.9 60 60 SCROLL 208-230/1/60 25 / 134 SPINE-FIN 2 / 24 23.07 3/8 EXPANSION VALVE PLATE FIN 4 / 15 5.0 3/8 EXPANSION VALVE 3/4 FEMALE NPT PROPELLER 28.2 DIRECT / 1 5710 1/3 / 830 208-230/1/60 1.7 / 3.5 CENTRIFUGAL 11 X 10 DIRECT / VARIABLE SEE FAN PERFORMANCE TABLE 1 / VARIABLE 208-230/1/60 6.9 / 6.9 CENTRIFUGAL DIRECT / 2 1/45 / 2800/1500 208-230/1/60 0.34 NO THROWAWAY 6.7 R410A / 11.94 H X W X L 51.86 / 47.4 / 61.75 676 / 548 4DCY4060A3120C 208-230/3/60 57500 1745 5.48 11.5 / 14.0 76 54500 / 3.5 4.56 36400 / 2.48 4.29 8.0 120000 96000 30 / 60 90000 77500 80.0 NATURAL 1/2 208-230/3/60 28.6 45 45 SCROLL 208-230/3/60 16.0 / 110 SPINE-FIN 2 / 24 23.57 3/8 EXPANSION VALVE PLATE FIN 4 / 15 5.0 3/8 EXPANSION VALVE 3/4 FEMALE NPT PROPELLER 28.2 DIRECT / 1 1/3 / 830 208-230/1/60 1.7 / 3.5 CENTRIFUGAL 11 X 10 DIRECT / VARIABLE SEE FAN PERFORMANCE TABLE 1 / VARIABLE 208-230/1/60 6.9 / 6.9 CENTRIFUGAL DIRECT / 2 1/45 / 2800/1500 208-230/1/60 0.34 NO THROWAWAY 6.7 R410A / 10.125 H X W X L 51.86 / 47.4 / 61.75 676 / 548 FOR DISTRIBUTION USE ONLY - NOT TO BE USED AT POINT OF RETAIL SALE 251933-YTG-Y-0715 TECHNICAL GUIDE Description YORK® ZE/ZF/ZR/XN/XP Series units are convertible single package high efficiency rooftops with a common roof curb for the 3, 4, 5 and 6 Ton sizes (ZE, ZR, XN, XP not available in 6 Ton). Although the units are primarily designed for curb mounting on a roof, they can also be slab-mounted at ground level or set on steel beams above a finished roof. All ZE/ZF/ZR/XN/XP Series units are self-contained and assembled on rigid full perimeter base rails allowing for overhead rigging. Every unit is completely charged, wired, piped and tested at the factory to provide a quick and easy field installation. All models (including those with an economizer) are convertible between bottom and horizontal duct connections. ZE/ZF/ZR Series units are available in the following configurations: cooling only, cooling with electric heat, and cooling with one or two stage gas heat. Electric heaters are available as factory-installed option or field installed accessory. XN/XP Series units are available in the following configurations: cooling and heating only and cooling and heating with electric heat. Tested in accordance with: R-410A ZE/ZF/ZR/XN/XP SERIES 3 - 6 TON 60 Hertz 251933-YTG-Y-0715 2 Johnson Controls Unitary Products Table of Contents Description . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 Table of Contents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Component Location . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Nomenclature . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 Features and Benefits . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 Guide Specifications . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 Physical Data . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 Capacity Performance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25 Airflow Performance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 67 Sound Performance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 86 Electrical Data . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 87 Typical Field Power and Control Wiring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 143 Weights and Dimensions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 147 Component Location Gas/Electric Smoke Detector 3/4” PVC Female Condensate Drain GFCI Convenience Outlet Knockout For Side Control Entry Simplicity® Lite™ Or Simplicity SE Control Board Knockout For Side Gas Supply Entry Full Perimeter Baserails With Forklift Slots And Lifting Holes Highly Efficient Enhanced Copper Tube/Enhanced Aluminum Fin Or Micro-Channel Aluminum Tube/Aluminum Fin Condenser High Efficiency Compressor Power Ventor Motor With Post Purge Cycle20 Gauge Aluminized Steel Tubular Heat Exchanger Belt Drive Or Direct Drive Blower HACR BreakerEconomizer Hood Knockout For Side Power Entry Slide-In Economizer 251933-YTG-Y-0715 86 Johnson Controls Unitary Products Sound Performance ZF/ZR/XP Indoor Sound Power Levels Size (Tons)CFM ESP (IWG) Blower Sound Power, dB (10-12) Watts Sound Rating1 dB (A) 1. These values have been accessed using a model of sound propagation from a point source into the hemispheric/free field. The dBA values provided are to be used for reference only. Calculation of dBA values cover matters of system design and the fan manufacture has no way of knowing the details of each system. This constitutes an exception to any specification or guarantee requiring a dBA value of sound data in any other form than sound power level ratings. Octave Band Centerline Frequency (Hz) RPM BHP 63 125 250 500 1000 2000 4000 8000 036 (3.0)1200 0.2 630 0.41 63 82 77 59 50 43 42 40 45 048 (4.0)1600 0.2 791 0.54 72 95 84 58 54 46 44 45 44 060 (5.0)2000 0.2 840 0.67 62 84 71 58 53 50 49 49 49 072 (6.0)2200 0.3 920 1.45 76 61 71 68 67 72 66 61 54 ZE/ZF/ZR Outdoor Sound Power Levels Size (Tons) Sound Rating1 dB (A) 1. Rated in accordance with AHRI 270 standard. Octave Band Centerline Frequency (Hz) 63 125 250 500 1000 2000 4000 8000 036 (3.0)81 87.5 86.0 81.0 77.0 75.0 69.5 65.5 70.5 048 (4.0)80 84.5 81.0 80.0 78.0 75.0 70.0 67.0 70.5 060 (5.0)82 86.5 87.5 81.5 77.5 75.0 71.5 68.0 70.5 072 (6.0)83 - 84.0 85.0 79.0 80.0 72.0 67.5 62.5 XN/XP Outdoor Sound Power Levels Size (Tons) Sound Rating1 dB (A) 1. Rated in accordance with AHRI 270 standard. Octave Band Centerline Frequency (Hz) 63 125 250 500 1000 2000 4000 8000 036 (3.0)76 83.5 84.5 76.5 72.0 68.0 66.0 60.0 56.0 048 (4.0)80 85.0 83.0 81.0 77.5 75.5 71.5 67.5 61.5 060 (5.0)80 86.0 84.0 81.0 77.0 75.5 71.0 66.5 60.5 FOR DISTRIBUTION USE ONLY - NOT TO BE USED AT POINT OF RETAIL SALE 5167798-YTG-G-0217 TECHNICAL GUIDE Description ASHRAE 90.1 COMPLIANT YORK® Predator® units are convertible single packages with a common footprint cabinet and common roof curb for all 6.5 through 12.5 ton models. All units have two compressors with independent refrigeration circuits to provide 2 stages of cooling. The units were designed for light commercial applications and can be easily installed on a roof curb, slab, or frame. All Predator® units are self-contained and assembled on rigid full perimeter base rails allowing for 3-way forklift access and overhead rigging. Every unit is completely charged, wired, piped, and tested at the factory to provide a quick and easy field installation. Predator® units in all tonnage sizes are convertible between side airflow and down airflow, with corresponding economizer if economizer option is desired. Predator® units are available in the following configurations: cooling only, cooling with electric heat, and cooling with gas heat. Electric heaters are available as factory-installed options or field-installed accessories. All units provide constant supply air volume. A variable air volume (VAV) option, which features a variable frequency drive (VFD), is available on 6.5 through 12.5 ton models. Tested in accordance with: R-410A ZF SERIES 6.5 - 12.5 TON 60 Hertz ZF 6.5 THROUGH 10 TON ZF12.5 TON ® 5167798-YTG-G-0217 2 Johnson Controls Unitary Products Table of Contents Description . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 Table of Contents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Component Location . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Nomenclature . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 Prior Nomenclature . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 Features and Benefits . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 Guide Specifications . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 Physical Data . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 Capacity Performance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18 Airflow Performance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28 Sound Performance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 36 Electrical Data . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 37 Typical Wiring Diagrams . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 45 Weights and Dimensions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 61 Economizer Options . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 69 Component Location Cooling With Gas Heat Roof curbs in eight- and fourteen-inch heights. Roof curbs for transitioning from York Sunline™ footprint to the ZF Series footprints are also available (field installed accessory) Base rails w/forklift slots (three sides) and lifting holes Compressor #2 access (high- efficiency compressor) Dual stage cooling for maximum comfort Second model nameplate inside hinged access panel Terminal block for hi-voltage connection Smart Equipment™ control board w/screw connector for T-stat wiring and network connections Disconnect location (optional disconnect switch) Filter Access (2” or 4” filter options)Filter drier (solid core) Slide-out motor and blower assembly for easy adjustment and service Belt-drive blower motor Power ventor motor 20-guage aluminized steel tubular heat exchanger for long life (stainless steel option) Two-stage gas heating to maintain warm, comfortable temperature Intelligent control board for safe and efficient operation Compressor #1 access (high-efficiency compressor) Toolless door latch Side entry power and control wiring knockouts VFD Location (optional) Slide-out drain pan with 3/4” NPT, female connection ZF Series utilize Micro-Channel Aluminum Tube/Aluminum Fin Condenser 5167798-YTG-G-0217 36 Johnson Controls Unitary Products Sound Performance Electric Heat Multipliers Voltage kW Capacity Multipliers1 1. Electric heaters are rated at nominal voltage. Use this table to determine the electric heat capacity for heaters applied at lower voltages. Nominal Applied 240 208 0.75 230 0.92 480 460 0.92 600 575 0.92 Indoor Sound Power Levels Size (Tons)Model CFM ESP (IWG) Blower Sound Power, dB (10-12) Watts Sound Rating1 dB (A) 1. These values have been accessed using a model of sound propagation from a point source into the hemispheric/free field. The dBA values provided are to be used for reference only. Calculation of dBA values cover matters of system design and the fan manufacture has no way of knowing the details of each system. This constitutes an exception to any specification or guarantee requiring a dBA value of sound data in any other form than sound power level ratings. Octave Band Centerline Frequency (Hz) RPM BHP 63 125 250 500 1000 2000 4000 8000 078 (6.5)ZF 2600 0.6 812 1.14 74 71 73 73 71 69 65 65 60 090 (7.5)ZF 3000 0.6 854 1.47 77 74 76 76 74 72 68 68 63 102 (8.5)ZF 3400 0.6 872 1.65 80 77 79 79 77 75 71 71 66 120 (10)ZF 4000 0.6 959 2.29 83 80 82 82 80 78 74 74 69 150 (12.5)ZF 5000 0.6 1132 3.74 87 84 86 86 84 82 78 78 73 Outdoor Sound Power Levels ZF078-150 Size (Tons)Model Sound Rating1 dB (A) 1. Rated in accordance with AHRI 270 standard. Octave Band Centerline Frequency (Hz) 63 125 250 500 1000 2000 4000 8000 078 (6.5)ZF 84 86.0 87.5 86.0 82.5 79.0 73.5 68.5 62.0 090 (7.5)ZF 89 89.5 92.0 89.0 87.5 84.0 78.5 73.5 66.5 102 (8.5)ZF 91 91.5 93.5 92.5 89.0 85.5 80.5 76.0 71.0 120 (10)ZF 92 99.5 94.5 92.0 90.0 87.0 81.0 76.0 70.0 150 (12.5)ZF 88 91.0 92.5 90.0 85.0 81.5 77.0 73.0 66.5