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shall preclude use of the school loop road as a portion of the approved haul <br />route. <br />17. In addition to regulating the haul route to and from this project pursuant to PUD <br />Condition No. 106, the City Engineer shall regulate the hours of all truck traffic so <br />as to avoid conflicts with school traffic during peak school drop-off and pick-up <br />hours and shall preclude the use of the school loop road as a portion of the <br />approved haul route. <br />18. Any damage to existing street improvements during construction on the subject <br />property shall be repaired to the satisfaction of the City Engineer at the full <br />expense of the project developer. This shall include slurry seal, overlay, or street <br />reconstruction if deemed warranted by the City Engineer. <br />19. Homes shall be equipped with an automatic residential fire suppression system <br />and may be required to provide an on-site water storage tank and water pressure <br />booster pump, subject to the satisfaction of the Chief Building Official and Fire <br />Marshall. <br />20. The following table shall be included in the design guidelines, and the houses <br />shall be developed to the sizes as shown below: <br />Lot Size, Approved Production Home Size, and FAR Calculation for Lots 1-10 <br />Lot <br />No. <br />Lot Size <br />(sq.ft.) <br />Approved <br />House/Garage Size <br />s .ft. <br />FAR <br />(Including garage <br />sq ft) <br />FAR <br />(Excluding 600 sq. <br />ft of garage) <br />1 <br />21,528 <br />3,791/898 <br />21.7% <br />17.6% <br />2 <br />19,075 <br />4,333/925 <br />27.56% <br />22.7% <br />3 <br />18,426 <br />4,121/962 <br />27.58% <br />22.4% <br />4 <br />19,271 <br />4,333/925 <br />27.28% <br />22.5% <br />5 <br />22,657 <br />4,333/925 <br />23.21% <br />19.1% <br />6 <br />17,095 <br />4,652/970 <br />32.72% <br />27.2% <br />7 <br />16,839 <br />4,3dU =780 <br />(2 U =782) <br />36.57% <br />30.5% <br />8 <br />16,152 <br />4,652/970 <br />34.81% <br />28.8% <br />9 <br />16,051 <br />4,37/1,020 <br />(2ndU =782) <br />38.37% <br />32% <br />10 <br />15,811 <br />4,3dU =780 <br />(2 U =782) <br />38.95% <br />32.5% <br />3 <br />