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11 ATTACHMENTS 9 -16
City of Pleasanton
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CITY CLERK
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2015
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110315
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11 ATTACHMENTS 9 -16
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10/28/2015 3:38:00 PM
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10/14/2015 3:54:32 PM
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CITY CLERK
CITY CLERK - TYPE
AGENDA REPORT
DOCUMENT DATE
11/3/2015
DESTRUCT DATE
15Y
DOCUMENT NO
11 ATTACHMENTS 9-16
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3. Option B is also done at 32 feet and reduces the amount of grading by using <br /> retaining walls. The grading is cut down a fair amount, but there is the <br /> approximately ten-foot high retaining wall, exposed above on one end and below <br /> on the other. <br /> Mr. Dolan then presented and explained the Summary Sheet: <br /> • Length of the Road. This obviously does not change in any of the options; the <br /> land area for the two Option A-Section A, Option A-Section B are over two acres; <br /> Option A without the retaining walls is almost three acres at 2.7 acres, which is <br /> almost cut in half with the retaining walls in Option B. He indicated that an <br /> estimate of an acre would be the size of a football field. <br /> • Area to be Graded. The amount of area that would need to be graded within the <br /> 25-percent slope area is about the same for Option A and the 24-Foot Road <br /> Option at 1.7 acres and 1.6 acres, respectively. This goes down to 0.8 acre <br /> without the retaining wall. <br /> • Fill in the Creek. The fill to be put in a culvert to cross the creek is generally <br /> about the same for the three Options. <br /> • Heritage Trees. The number of Heritage trees to be removed goes down from <br /> about 20 to 12 with the use of retaining walls. <br /> • Earthwork. The smallest amount of cut-and-fill would be in the 24-Foot Road; the <br /> others are roughly the same. This sounds like a lot at about 11,000 or 12,000 <br /> cubic yards, but this is relative and is not as much as was moved around in other <br /> projects, such as the Chrisman project. <br /> • Number of Truck Trips. The intent, if the construction of the road is incorporated <br /> into a project approval, is to actually use this volume of dirt that would need to be <br /> moved on the site, that is, within the project, so there would be less of an impact <br /> than was first thought. <br /> • Maximum Depth of Cut. This ranges between 12 and 9 feet. The maximum <br /> depth of fills is consistent at 18 feet. <br /> • Maximum Height of Walls. Option A and the 24-Foot Road Option gives the <br /> height of a retaining wall at the culvert, about down into the creek surrounding <br /> the culvert; this retaining wall height is not going to be visible on the hillside <br /> because there are no retaining walls necessarily built-in along the length of the <br /> road, and so even though the average height looks pretty consistent, two of them <br /> do not really have walls along the length of the road; it is just down in the creek <br /> which will happen no matter what. Building this road will mean having a culvert <br /> and crossing the creek, so there will be some sort of retaining wall down in the <br /> secret part of the bank. <br /> • Linear Feet of the Walls. This is really a very short distance at 220 feet and <br /> 187 feet for Option A and the 24-Food Road Option, relative to Option B at <br /> 1,185 feet as it is a proposal to have retaining walls almost the entire length, <br /> more than the length of the roadway. <br /> • Average Wall Height. This is an average of 6 feet, 4 inches on Option B, where <br /> there is a wall along almost the entire length. <br /> EXCERPT: PLANNING COMMISSION MINUTES, August 26, 2015 Page 2 of 26 <br />
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