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Figure 3: Exterior elevations <br />1 <br />CONC. GRADE <br />A - Exterior Wall Elevation (Facing Southwest) <br />3/4" STUCCO ON METAL LATH, <br />15LB. FELT. 1/2" OSB SHEATHING <br />AND 2x6 STUDS 0 16" O.d: <br />TRUSS SRN'G <br />10®'-9" <br />FACE BRICK WAINSCoAT <br />BRICK LEOG <br />FF, EIEV.. <br />100,-©" <br />B.O. 11RADE BEA41 - <br />98'-B" <br />--- <br />i. AAki taltICY31lIIOUlg1I]I? <br />B - Exterior Wall Elevation (Facing South) <br />j <br />(16 <br />* Path <br />99 -4" <br />The applicant has also submitted a traffic trip generation letter. The letter summarized <br />the amount of anticipated traffic resulting from the columbarium, which includes up to 24 <br />total weekday trips and six trips at a.m. peak, with no additional p.m. peak trips, and up <br />to 40 total Sunday trips with 10 a.m. peak trips and no p.m. peak trips. Considering the <br />existing capacity of the surrounding street network and limited additional trips, the City's <br />Engineering Division believes there would be no significant traffic impact resulting from <br />the proposal. <br />Christ the Servant SRU Page 5 of 7 <br />PC — October 11, 2018 <br />