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01
City of Pleasanton
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CITY CLERK
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AGENDA PACKETS
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2012
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112712 Special Meeting
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01
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11/29/2016 4:11:43 PM
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11/16/2012 4:36:15 PM
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CITY CLERK
CITY CLERK - TYPE
AGENDA REPORT
DOCUMENT DATE
11/27/2012
DESTRUCT DATE
15Y
DOCUMENT NO
01
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area on hillside properties with respect to Measure PP standards. Staff believes <br /> the two options for measuring slope include: <br /> • Option One: <br /> Calculate 25-percent slope as a specific value based on the distance between <br /> contour lines on a topographic map. <br /> • Option Two: <br /> Calculate 25-percent slope as an average value, such as the WIS formula of <br /> the City's Hillside Planned Development District (Attachment 3) even though <br /> this method, which is an average of slopes less than 25 percent and potentially <br /> greater than 25 percent, may include slopes over a 25-percent grade. <br /> Staff Recommendation: Option One. <br /> Option One is consistent with the Measure PP provision that, "No grading to <br /> construct residential or commercial structures shall occur on hillside slopes 25- <br /> percent or greater..." This is the more conservative of the two options as it will <br /> only allow development on slopes less than 25-percent. <br /> 1.b. Methodology for Defining Contour Intervals <br /> The contour interval is the difference in elevation between adjacent contour lines. <br /> Contour lines are the horizontal lines, curved or straight, that join points of the <br /> same elevation (height) above a given level, such as mean sea levels. Contour <br /> lines and intervals can graphically show land features such as valleys, hills, <br /> creeks, ridgelines, etc., and can show the relative steepness of slopes by the <br /> spacing between the adjacent contour lines. <br /> Figure 2, on the following page, shows how the contour intervals are reflected as <br /> contour lines, and how the spacing between the contour lines — wide or narrow — <br /> can graphically indicate the relative steepness (grade) of the slope. <br /> 5 Note: Typically expressed as NGVD (National Vertical Datum of 1929), the system that has been used <br /> by surveyors and engineers for most of the 20th Century as the basis for relating ground and flood <br /> elevations. <br /> 5 <br />
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