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• <br />• <br />C2000 RLK- Kuusi,tu, LTD. <br />SITE NOTES <br />• DIMENSIONS <br />ALL DIMENSIONS SHOWN ARE TO BACK OF CURB <br />BUILDING DIMENSIONS SHOWN ARE TO OUTSIDE OF <br />BUILDING FACE <br />CURB RA011 IS 5 FEET TO THE BACK OF CURB <br />UNLESS OTHERWISE SHOWN. <br />CONSTRUCTION NOTES <br />• CONCRETE CURB AND GUTTER <br />CONCRETE CURB ANO GUTTER SHALL BE CONSTRUCTED <br />AC C4RDING TO MnOOT 2531. <br />CONCRETE CURB AND GUTTER SHALL BE 8 -612 <br />UNLESS OTHERWISE NOTED. <br />CLASS 5 SHALL BE EXTENDED 6• BEYOND THE <br />BACK OF CURB. <br />• CLEARING AND GRUBBING <br />ALL CLEARING AND GRUBBING SHALL BE ACCORDING <br />TO 14n00T 2105. <br />• TOPOGRAPHY <br />COSTING TOPOGRAPHY PRONDED BY RUC-CAINE m <br />ASSOCIATES LAND SURVEYORS. INC_ <br />UTILITY NOTES <br />• SPECIFICATIONS <br />ALL U11U11ES SHALL BE CONSTRUCTED ACCOROING <br />TO THE MOST RECENT EDITION OF THE CITY <br />ENGINEERS ASSOOATION OF MINNESOTA (CEA.1) <br />SPECFICATIONS <br />• CATCHBASNS AND MANHOLES <br />CATCH BASINS ANO MANHOLES IN PAVED AREAS <br />SHALL BE BUMPED 0.05 FEET. CATCH BASINS <br />IN GUTTERS SHALL BE SUMPED 0.15 FEET. RIM <br />ELEVATIONS SHOWN REFLECT SUMPED ELEVATIONS <br />L 30.0' <br />d <br />/ <br />• <br />• <br />/ 1 i — - - . <br />,/ I <br />/ I <br />' II <br />/' ', <br />1 )1' ^i i <br />i r ; e -5 <br />/r i J <br />/ P --- r is AP..K NC'4P:ifi <br />�/ �:4. i �L }T:WE. E;1,*'AFi-..Ctt4 <br />ir/ <br />2._. -_ / <br />- 18.0'•I- <br />8 -8 <br />60.0 <br />i 01 <br />i r <br />120.0' <br />BFE 892.0 <br />B -2 <br />FFE 903.0 <br />GO <br />4- <br />9.0' <br />ij i '`i <br />;1 <br />A <br />28.0' <br />24.0' <br />L , U•i•• 0. .RUom <br />t2 <br />n <br />R <br />•O• / <br />15' <br />U.C. WATER RESEVO1R FOR <br />SPRINKLER SYSTEM VERIFY 5120 <br />ANO LOCATION WITH SPRINKLER <br />CONTRACTOR <br />PROPOSED WELL. WELL DRILLER <br />10 VERIFY LOCA11ONS AND MEET <br />ALL APPLICABLE CODES. <br />t. <br />1,/lb+7. <br />i1lt� /'a <br />1 1 <br />-24.0' I Y....- f• <br />ASH STREET (C.S.A.H. NO. 32) <br />Coll EXHIBIT # <br />Twin <br />1AN. <br />BEN <br />BRASS DISK IN SOUTHEAST CORNER OF BRIDGE LOCATED ON COUNTY ROAD J <br />EAST OF LEXINGTON AVENUE CROSSING RICE CREEK. (ANOKA COUNTY) <br />ELEV.= 886.559 <br />SPIKE IN POWER POLE LOCATED 525' NORTH OF COUNTY ROAD J ON BALDWIN <br />LAKE ROAD. (ORGN UNKNOWN) <br />89581 <br />LEGEND <br />PROPOSED EXISTING <br />RIGHT -OF -WAY UNE <br />PROPERTY UNE <br />CURB UNE <br />— - SANITARY SEWER/ <br />MANHOLE <br />WATERMAJN <br />FIRE HYDRANT <br />__ _t— <br />FIRE HYDRANT w/ <br />AUX. VALVE <br />GATE VALVE <br />CATCH BASIN /STORM <br />SEWER/MANHOLE <br />»- -� FLARED END SECTION <br />W/ RIP RAP <br />0 <br />30 <br />NORT <br />60 <br />90 <br />SCALE <br />IN <br />FZ.T <br />0 <br />0 <br />v <br />to- <br />W <br />0 <br />D <br />U <br />a <br />Y <br />w <br />x <br />U <br />F <br />030 m- <br />ix <br />Z= <br />QV <br />V) <br />CC <br />CC Z <br />SITE & UTIUTY PLAN <br />