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-164- <br /> <br />Final Plat Review: <br />July 19, 2002 <br />Page 4 of 7 <br /> <br />Sunflower Ridge <br /> <br />C4: <br /> <br />· End the watermain with a hydrant on 154"' Avenue N.W. <br />· The san. itary sewer between MJ-I23-MSt22 shall be SDR.26, <br />· On private drive #1, label the bends shown on the plan. <br /> <br />C5: <br /> <br />· For the purposes of final plat for the first phase, future utilities and street gades were <br /> not reviewed. <br /> <br />C6: <br /> <br /> City Code requires vertical curves to be a minimum of I00 feet in length. <br /> Match the top of pipe on ali mainline storm sewer. <br />· Label FES 1 on profile view. <br />· Label all radius. <br />· Sidewalk does not match adjacent plats. Route sidewalk on the east side of Iodine <br /> Street N.W. <br />· Maintain 2.0 feet of cover over the top of each storm sewer. <br />· CB6 depth is incorrect in profile. Depth is 2.5 feet. <br /> <br />C7: <br /> <br /> Label FES3 and FES4 on profile. <br />· Error in elevation for FES3 and FES4 in profile. <br />· Verify type of curb on Alpine Drive. Ever~een Point has specified B624. <br /> curb type on south side of Alpine Drive. <br />· Indicate stop construction line on Germanium Street N.W. <br />· Minimum length of vertical curve is 100 feet. <br /> <br />Match <br /> <br />C8: <br /> <br />· Construction ora temporary cul-de-sac at the end of 154"' Avenue N,W. and supply <br /> the appropriate easements necessary to maintain. <br />· Minimum length of vertical curve is 100 feet. <br />· City Code requires gades within 30 feet of intersections to be less than 3%. Private <br /> drive #[ and #2 do not meet this criteria. <br /> <br /> I; <br /> I <br /> I <br /> I' <br /> <br /> I <br /> I: <br />I <br /> I: <br /> I' <br /> I <br /> I <br /> i <br /> I <br /> I <br /> I <br /> I <br /> <br /> <br />