Laserfiche WebLink
Narrative for the variance requests at 3369 Crystal bay Rd.,Orono for Joshua and Nicole Jabs <br /> 1) Summary. Given the unique lots on crystal bay road that don't meet lot area or lot width <br /> requirements,the property conforms to the general characteristics of other residences in terms <br /> of size and setback(in front of adjoining rear setbacks),while maintaining livability by focusing <br /> on conformance with characteristics of the neighborhood, restoring the lot to natural grading/ <br /> contours and removing largest existing non-conforming structures <br /> 2) Moving house back would increase hardcover for driveway and create issues with large <br /> structure on each side of property including tall existing carpark inside the 75' setback on the <br /> east side <br /> 3) The Rear variance improves on the existing property as the current garage is only 9.5'to the rear <br /> of property,the garage will be removed and property will then be 23.7'to the rear and carry a <br /> greater rear setback then either neighboring properties. <br /> 4) Height variance. This is a unusual property as the rear grade was flattened with retaining walls <br /> to build the existing non-conforming garage and we would like to restore the natural grade and <br /> contour of the area and neighboring properties.the grade of the property was modified <br /> significantly in the past and presents a challenge in the height restrictions and the rear yard <br /> livability. Again, bringing the grade closer to its natural state will significantly improve its fit with <br /> adjacent properties and provide a more realistic view for which to view the house height (flat lot <br /> vs graded lot)and the rear access (which both neighboring and most properties enjoy today). <br /> 5) Lot Area/Lot width :As with other lots on Crystal Bay Rd,the lot doesn't meet either the lot <br /> area or lot width requirements, but the proposed structure conforms with the overall <br /> characteristics of the street and meets both side setback and average setback requirements. <br />