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• <br />1G2000 RLK-Kuusoto LTD. <br />SITE NOTES <br />• DIMENSIONS <br />ALL DIMENSIONS SHINN ARE TO BACK OF CURB <br />BUILDING DIMENSIONS SHOWN ARE TO OUTSIDE CF <br />BUILDING FACE <br />CURB RADII IS 5 FEET TO THE BACK OF CURB <br />UNLESS OTHERWISE SHOWN. <br />CONSTRUCTION NOTES <br />• CONCRETE CURB AND GUTTER <br />CONCRETE CURB AND GUTTER SHALL BE CONSTRUCTED <br />ACCORDING TO MnDOT 2531. <br />CONCRETE CURB ANO GUTTER SNAIL 8E 13-612 <br />UNLESS OTHERWISE NOTED. <br />CLASS 5 SHALL 8E MENDED e BEYOND THE <br />BACK OF CURB. <br />• CLEARING AND GRUBBING <br />ALL CLEARING ANO GRUBBING SHALL BE ACCORDING <br />TO MnDOT 2105. <br />• TOPOGRAPHY <br />COSTING TOPOGRAPHY PROVIDED BY RUC-CAINE & <br />ASSOCIATES LAND SURVEYORS% INC.. <br />UTIUTY NOTES <br />• SPECIFICATIONS <br />ALL U DUDES SHALL BE CONSTRUCTED ACCORDING <br />TO THE MOST RECENT EDITION OF THE aTY <br />ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) <br />SPECIFICATIONS. <br />• CATCHBASINS AND MANHOLES <br />CATCH BASINS AND MANHOLES IN PAVED AREAS <br />SHALL BE SUMPED 0.05 FEET. CATCH BASINS <br />IN GUTTERS SHALL 8E SUMPED 0.15 FEET. Rim <br />ELEVATIONS SHOWN REFLECT SUMPED ELEVATIONS. <br />• i <br />`v• <br />1 <br />I <br />I <br />, <br />r <br />— <br />15.0' <br />L . <br />50.0' —u <br />-4- 24. <br />I <br />'Or <br />co <br />80.0' <br />:rr,r4j1 <br />1 1.- <br />i .> '--•.?~) I ) <br />,. <br />,,„...„,,, ,..1, . <br />7./ s <br />1 <br />•-• <br />— <br />- —.-- <br />9-6 <br />8-5 <br />ETE EXPA:•:S;!..)1,1 <br />0, <br />• <br />• <br />0 <br />—18L1 <br />▪ L__ q <br />120.0' I I <br />I I <br />BFE 892.0 <br />B-2 I <br />L_I <br />d <br />FFE 903.0 <br />28.0' <br />A <br />-'4-18.0' <br />15' <br />f <br />15' <br />6 I <br />L_ <br />FT, <br />0 <br />24.0' <br />'2o• <br />•-slyr-rs-rrs • <br />ASH STREET (C.S.A.H. NO. 32) <br />15 <br />U.G. WATER RESEVOIR FOR <br />SPRINKLER SYSTEM VERIFY SIZE <br />AND LOCATION WITH SPRINKLER <br />CONTRACTOR <br />PROPOSED WELL WELL DRILLER <br />TO VERIFY LOCATIONS AND MEET <br />ALL APPUCABLE COOES. <br />■.9 rQn4 Jfhor...37 <br />- • - - - • ••• . •.— •..- - •_. - • -. <br />Call 48 H <br />GOPH1 <br />Twin Citie <br />MN. Toll 1 <br />BENCHMARK <br />EXHIBIT # 8 <br />BRASS DISK IN SOUTHEAST CORNER OF BRIDGE LOCATED ON COUNTY ROAD <br />EAST OF LEXINGTON AVENUE CROSSING RICE CREEK. (ANOKA CO1JNT6 <br />ELEV.o 886.559 <br />SPIKE IN POWER POLE LOCATED 525' NORTH OF COUNTY ROAD .1 ON BALDWIN <br />LAKE ROAD. (ORGIN UNKNOWN) <br />893.81 <br />LEGEND <br />PROPOSED <br />EXISTING <br />ecelv et) <br />30 1% 2002, <br />01 OF 1-‘140 LAKES <br />0 <br />RIGHT-OF-WAY UNE <br />PROPERTY UNE <br />CURB UNE <br />SANITARY SEWER/ <br />MANHOLE <br />WATTFRMAIN <br />FIRE HYDRANT <br />FIRE HYDRANT W/ <br />AUX. VALVE <br />GATE VALVE <br />CATCH BASIN/STORM <br />SENER/MANHCCE <br />FLARED END SECTION <br />W/ RIP RAP <br />30 <br />NORTH <br />60 • <br />90 <br />SCALE <br />IN <br />FEET <br />