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Exhibit 06 Stamped 006 MLA18-00099 Engineered Stormwater Plan 10-20-2018
Exhibit 6 - Page 1 of 26 Exhibit 6 - Page 2 of 26 Exhibit 6 - Page 3 of 26 Exhibit 6 - Page 4 of 26 Exhibit 6 - Page 5 of 26 Exhibit 6 - Page 6 of 26 Exhibit 6 - Page 7 of 26 Exhibit 6 - Page 8 of 26 Exhibit 6 - Page 9 of 26 Exhibit 6 - Page 10 of 26 Exhibit 6 - Page 11 of 26 Exhibit 6 - Page 12 of 26 Exhibit 6 - Page 13 of 26 Exhibit 6 - Page 14 of 26 Exhibit 6 - Page 15 of 26 Exhibit 6 - Page 16 of 26 Exhibit 6 - Page 17 of 26 Exhibit 6 - Page 18 of 26 Exhibit 6 - Page 19 of 26 Exhibit 6 - Page 20 of 26 Exhibit 6 - Page 21 of 26 TRENCH X•SECTION NTS slope- S700sq. fl. >700 sq. fl. PLAN VIEW OF ROOF �c level outlet small catch basin or yard drain 2'x 10' level trenches Type I CB standard dispersion trench w/ notched grade board length 1 O' per 700 sq. fl of roof area. Figure 3.1.5 -Typical Downspout Dispersion Trench Source: King County Volume III -Hydrologic Analysis and Flow Control BMPs -December 2014 . 3-13 Exhibit 6 - Page 22 of 26 Exhibit 6 - Page 23 of 26 Exhibit 6 - Page 24 of 26 Exhibit 6 - Page 25 of 26 Exhibit 6 - Page 26 of 26