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• <br />02000 RLK- Kuusisto, 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 RADII 15 5 FEET TO THE BACK OF CURB <br />UNLESS OTHERIWSE SHOWN. <br />CONSTRUCTION NOTES <br />• CONCRETE CURB AND GUTTER <br />CONCRETE CURB AND GUTTER SHALL BE CONSTRUCTED <br />ACCORDING TO MnOOT 2531. <br />CONCRETE CURB AND GUTTER SHALL BE 11-512 <br />UNLESS OTHERMISE NOTED. <br />CLASS 5 SHALL BE EXTENDED 6' BEYOND THE <br />BACK OF CURB. <br />• CLEARING AND GRUBBING <br />AU. CLEARING AND GRUBBING SHALL BE ACCORDING <br />TO HnDOT 2105. <br />• TOPOGRAPHY <br />EXISTING TOPOGRAPHY PROMDED By RLK -CAINE de <br />ASSOCIATES LAND SURVEYORS, INC.. <br />U11UTY NOTES <br />• SPECIFICATIONS <br />ALL U1IUTIES SHALL BE CONSTRUCTED ACCORDING <br />TO THE MOST RECENT EDITION OF 1HE CITY <br />ENGINEERS ASSOCIA110N OF MINNESOTA (CEAM) <br />SPECIFICATIONS <br />• CATCHBASINS AND MANHOLES <br />CATCH BASKS AND MANHOLES IN PAVED AREAS <br />SHALL BE BUMPED 0.05 FEET. CATCH BASINS <br />IN GUTTERS SHALL BE BUMPED 0.15 FEET. RIM <br />ELEVATIONS SHOWN REFLECT BUMPED ELEVATIONS <br />— - — <br />, iI • <br />/// I i <br />1 ) I <br />I <br />• <br />/ <br />/ <br />I <br />;' 1 \ <br />1 C} <br />. 1 <br />1 <br />f <br />)1 i I. i i i' i I • <br />7 ! i ' e 1 <br />d GI 1— 1 B -5 <br />/ 4 I -- , PAr2iCNS,Of? <br />g:' 1- -- / FUTURE EXPAt3S:or <br />L <br />B -6 <br />0 <br />I <br />i i 1 1 <br />I . I I H { I <br />18.0' -I- <br />15.0' <br />35.0' --I <br />28.0 <br />-- 15' — <br />I 16.G' <br />- -J <br />50.0* <br />- --- T -30.1'— <br />80.0' 1 <br />I <br />120.0 <br />Tn <br />BFE 892.0 <br />B -2 <br />er <br />FFE 903.0 <br />a'as <br />15' <br />U.G. WATER RESEVOIR FOR <br />SPRINKLER SYSTEM VERIFY BEE <br />AND LOCATION WITH SPRINKLER <br />CONTRACTOR <br />PROPOSED WELL WELL DRILLER <br />TO VERIFY LOCATIONS AND MEET <br />ALL APPUCABIF CODES <br />-.. -.. `. Ya..4y +tawny •• <br />440 4a, <br />VA <br />f <br />) <br />Call 48 Hours before digging <br />GOPHER STATE ONE CALL <br />Twin Cities Area 651- 454 -0002 <br />MN. Toil Free 1- 800 -252 -1166 <br />BENCHMARK <br />BRASS DISK IN SOUTHEAST CORNER OF BRIOGE LOCATED ON COUNTY ROAD J <br />EAST OF LEXINGTON AVENUE CROSSING RICE CREEK. (ANOKA COUNTY) <br />ELEV.= 888.559 <br />SPIKE IN POWER POLE LOCATED 525' NORTH OF COUNTY ROAD J ON BALDWIN <br />LAKE ROAD. (ORGN UNKNOWN) <br />ELEV.a 893.81 <br />LEGEND <br />PROPOSED <br />N <br />> >—•-••••611 <br />DOSING <br />:+C <br />tti -.• -_ M - .......+y1 <br />0 <br />RIGHT- OF-WAY UNE <br />PROPERTY LINE <br />CURB LINE <br />MANHOLE SEWER/ <br />WATERMAIN <br />FIRE HYDRANT <br />FIRE HYDRANT W/ <br />AUX. VALVE <br />GATE VALVE <br />ER // <br />SSEEWER /MµHOLETORM <br />FLARED END SEC110N <br />W/ RIP RAP <br />30 <br />NORT <br />60 <br />90 <br />SCALE <br />IN <br />FE <br />0 <br />CY LNJ d. <br />=DO <br />U Zi1 <br />(/)¢Z <br />CL <br />al CO <br />Z <br />Q <br />((% 4 = <br />Ce <br />