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CURS I I~wLINE <br />LINEq <br /> <br />u~ ~COVERED <br />~ IORAIN <br /> <br /> / CURVE <br /> / <br /> / <br /> / <br /> / I <br /> CURVE <br /> :~ I <br /> <br /> IMN, <br /> .,,' <br /> <br />,,s,.,Xr, ,,, .....f <br />cURB <br /> ~* CURVE I <br />. <br /> <br />~60° 30' 18' 12' 71.55' <br /> <br /> A <br /> <br />31' 13" 56" <br /> <br /> CURVE I <br /> <br /> CURS , PROP. LINE <br /> <br /> R L T R L T <br />,00 I ~4.~, 127.,s 18, 147.,',, l .4.so <br /> <br />242' 27' 52" <br /> <br />CURVE 2 <br /> <br />~In the case where a CU~-DE-SAC backs into an arterlai street and drains toward <br />a covered drain shall be provided thru a drainage easement a minimum of 2' wider <br />than the drain as shown above. Plans shall include all information pertinent tO <br />the drain; exact location~ size~ reinforcement~ easement, flow lines~ curb-face <br />openings~ local depressions~ capacities~ etc. <br /> <br />OF' ££1/I$10NS N.4~.URE OF' <br /> <br />';ITY OF S,4NTA ANA IMPROVEMENT STANDARD <br /> <br /> STANDARD CUL- DE'SAC <br /> <br />,,4PP.~OV£O : c/r); EN~/NEER~ D~TE <br /> <br />stD. <br /> NO. <br /> <br /> 0 <br /> <br /> <br />