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Please be aware that many dual-pane window and glass door assemblies have <br /> inherent noise reduction problems in the railroad and traffic noise frequency spectra due <br /> to resonance that occurs t.,ithin the air space between the window lites. and the noise <br /> reduction capabilities vary from manufacturer to manufacturer. Therefore. the acoustical <br /> test report of all sound rated windows and doors should be reviewed by a qualified <br /> acoustician to ensure that the chosen windows and doors will adequately reduce railroad <br /> and traffic noise to acceptable levels. <br /> All windows and doors must be of good quality and provide tight seals to prevent <br /> sound infiltration. To achieve an acoustically-effective window construction. sliding <br /> panels must form an air-tight seal when in the closed position. In addition. the window <br /> and door frames must be caulked to the wall opening around their entire perimeter with a <br /> non-hardening caulking compound or acoustical sealant. <br /> When windows are maintained closed for noise control. they are to be operable, as <br /> the requirement does not imply a "fixed" condition. Also. under the closed window <br /> requirement some type of mechanical ventilation should be provided to assure a habitable <br /> environment. as specified by the Uniform Building Code (UBC) and described in <br /> Appendix B. In addition. general construction measures to assure an acceptable <br /> acoustical environment are recommended. as described in Appendix B. <br /> The implementation of the above recommended measures will reduce interior <br /> noise exposures to 45 dB DNL or lower and to 50/55 dBA L,,,;,, to comply with the <br /> standards of the City of Pleasanton Noise Element. <br /> C. Railroad Induced Ground-borne Vibration <br /> To achieve compliance with the 80 VdB criterion of the PT.A_ one of the <br /> following alternative measures will be required. <br /> Alternative I <br /> Construct of the homes on Lots 6. 7 and 8 on spread footing or postibeam <br /> foundations rather than slab on-grade foundations. <br />