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nos <br />FINN <br />_.ffirmimmi <br />th. <br />sum". <br />ram <br />IFET1111111t171711•11 <br />883.0 <br />_• <br />II:=IIIM <br />111:1M11•1 <br />MOM <br />882. <br />L ALL FABRICATED METAL TO BE HOT <br />DIPPED GALVANIZED AFTER <br />FABRICATION AND PAINTED BLACK <br />2. CONCRETE STRUCTURE TO BE <br />REINFORCED AS RECOMMENDED BY <br />FABRICATOR. <br />POND OUTLET DETAIL <br />NOTE: <br />Rock size should be 1" to 2" in size <br />such as MnDOT CA -1 or CA -2 course aggregate. <br />A geotextile fabric may be used under the rock <br />to prevent migration of the underlying soil <br />into the stone. <br />883.42 <br />DNR PROTECTED ELEV <br />100 YR ELEV =887.6 <br />LOWET BASEMENT OPE <br />LOWEST BASEMENT= <br />8:..7 <br />NG =889.6 <br />ROCK EN RANCE TO CONS RUCTION SI <br />PLYCSITE <br />883.22 <br />FILTRATION <br />OCATE TO <br />SEE DETAIL <br />WALE FIELD. <br />VOID TREES. <br />SECTION FOR S <br />TREE PRESER ATION LIMITS <br />RETAINING WALL <br />883.38 <br />883.03 <br />3.42 <br />883.78 <br />\883.71 • <br />884.76 <br />E <br />ED SWALE <br />84.E <br />SILT <br />883.62 <br />SILT FENCE <br />884.50 <br />RETAINING WALL <br />884.2 <br />884.52 <br />884 <br />MN 601 CLASS 4 <br />AC ABLE) <br />TREE PRESERVATION LIMITS <br />884.07 <br />884.29 <br />RETAINING WALL <br />884.30 <br />884. <br />883.75 <br />