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Agenda - 01-10-1994
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Agenda - 01-10-1994
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1/26/2015 3:03:43 PM
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BOCC
Date
1/10/1994
Meeting Type
Work Session
Document Type
Agenda
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Minutes - 19940110
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\Board of County Commissioners\Minutes - Approved\1990's\1994
RES-1994-003 Resolution Reiterating Orange County's Support for the Widening of Homestead Road
(Linked From)
Path:
\Board of County Commissioners\Resolutions\1990-1999\1994
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VB-Volume of Berms; Like landscaping,berms can be <br /> effective screens.They are also effective in collecting or <br /> diverting storm water runoff. Because they are a land form <br /> -CaW ' and have volume, they are included in the calculation of <br /> Beim VOA#W landscape intensity. <br /> There are no berms provided on The simplest method for calculating the volume of a berm is to <br /> the case study site. start with its cross-section. For stability,berms must have <br /> side slopes which rise one foot for each three feet of <br /> distance.The ridge or crown of the berm must contain a level <br /> surface at least five feet in width, and the base must have a <br /> minimum width of 25 feet. <br /> Based on these cross-section dimensions, the area can be <br /> calculated as a series of geometric shapes,e.g.,two triangles <br /> and a rectangle. As an example, the cross-section area of the <br /> berm shown in the accompanying sketch would be calculated as <br /> �., follows: <br /> 1 A= 112(3.33'X 10') + 1/2(3.33-X 10') + (3'X 5') <br /> 3 5' 10' Height=3.33' =48.3 sq.ft. <br /> 25' minimum Provided that the cross-section of the berm were uniform, <br /> the volume could be calculated by multiplying the cross-section <br /> When catL*ffi p the vO&M of a berm, area times the berms length. <br /> however, start w0th the cross-sectional <br /> tea• LVR-Landscape Volume Ratio:As was the case with the <br /> building volume ratio,calculation of the LVR is simply a matter <br /> of applying the formula.The constant, 10 feet,is again <br /> included in the formula as a basis for comparison; e.g., a LVR <br /> Of 1.0 is equivalent to vegetation with a height of 10 feet <br /> covering the entire site. <br /> The Cane S*AI Y-Cadaca�r bg <br /> V0*,E1971!°Mt& An important point to note is the effect that retention of <br /> existing wooded areas has on the calculation of the LVR.As <br /> ! r*kc VVA#WS shown in the case study example,the site's LVR is 2.399. If <br /> EXIsr ft forest AV d 1,334,025 cu.ft. the site had been devoid of any vegetation,the new plant <br /> Alew piW?tmater;W 547,11 t cu.ft. materials installed would be equivalent to an LVR of 0.698.As <br /> Berms Alone will be seen in the following section,the new plant materials <br /> installed would be insufficient to comply with the site volume <br /> Total VoOne 1,881,136 CU.ft. ratio. <br /> Site Area 1.80 acres or 78,408 sq.ft. <br /> Site Volume Ratio(SVR) <br /> lotV Landsca-loe Vo�Rxrae/10 ft. Site Volume Ratio s e volume oun <br /> LVR = (SVR)i th l f building, parkin g, <br /> Site Area <br /> exterior storage,and loading areas compared to the volume <br /> 1,881,136 cu.ft:/10 ft. of landscape features such as trees and shrubs on a site. <br /> 78,408 sq.ft. Specifically,the Site Volume Ratio is equal to the difference <br /> 2.399 between Landscape Volume Ratio and Building Volume Ratio <br /> (SVR= LVR- BVR). <br /> Ecorwrrdc DeveAWwntDbtrkts Desi�n MarxW Paige .2.3.10 <br />
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