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0 2000 RLK- Kuuaiato, LTD. <br />FINISHED GRADE <br />1 1/2" BIT. WEARING COURSE. <br />MnDOT SPEC. 2331. TYPE 41 <br />TACK COAT, MnDOT SPEC. 2357 <br />2" BIT. BASE COURSE, <br />MnDOT SPEC. 2331, TYPE 31 <br />6" AG G. BASE, CLASS 5 <br />MnDOT SPEC 2211 <br />COMPACTED SUBGRADE AS APPROVED <br />BY GEOTECHNICAL ENGINEER <br />BITUMINOUS PAVEMENT <br />NORMAL SECTION (DESIGN 8Y AMERICAN ENGINEERING TESTING. INC"I <br />BENCHMARK <br />BRASS DISK IN SOUTHEAST CORNER OF BRIDGE LOCATED ON COUNTY ROAO 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 ROAO. (ORION UNKNOWN) <br />ELEV.= 893.81 <br />GRADING, TURF ESTABUSHMENT & EROSION CONTROL NOTES <br />• TURF ESTABUSHMENT <br />ALL TURF ESTABLISHMENT SHALL BE ACCORDING TO <br />MnDOT 2575 ANO SHALL TAKE PLACE WITHIN 10 DAYS <br />OF THE COMPLETED GRADING OPERATION. <br />• TOPSOIL <br />CONTRACTOR SHALL STRIP. STOCKPILE AND RE- SPREAD <br />SUFFICIENT TOPSOIL TO PROVIDE A MINIMUM 4 INCH <br />DEPTH (COMPACTED) TO ALL DISTURBED AREAS. TO <br />BE SODDED OR SEEDED. <br />• SEEDING (INFILTRATION PONDS) <br />SEED MIX SHALL BE MnDOT 288 AT 100# PER ACRE. <br />• SEEDING (ALL ELSE) <br />SEED MIX SHALL BE MnDOT 508 AT 100# PER ACRE <br />DORMANT SEEDING AFTER NOVEMBER 1, AT TWICE THE <br />NORMAL RATE <br />• 500 <br />SOD SHALL BE ACCORDING TO MnDOT 3878. <br />• MULCHING <br />MULCH SHALL BE MnDOT TYPE 1. <br />STRAW SHOULD BE SPREAD UNIFORMLY AT A RATE OF 2 <br />TONS PER ACRE AND ANCHORED WITH EITHER NETTING <br />OR A STRAIGHT DISC. <br />• FERTIUZER <br />TYPE 20 -0-10 AT 4001 PER ACRE. <br />• EROSION CONTROL <br />ALL EROSION CONTROL MEASURES MUST BE INSTALLED <br />PRIOR TO COMMENCEMENT OF GRADING OPERATIONS AND <br />BE MAINTAINED UNTIL ALL AREAS ALTERED ON THE SITE <br />HAVE BEEN RESTORED. AS DIRECTED BY THE CITY. <br />• GRADING <br />ALL GRADING SHALL BE ACCORDING TO MnDOT 2105. <br />AFTER SUBSTANTIAL TURF ESTABUSHMENT, ALL SEDIMENT <br />SHALL BE RI7JOVED FROM ALL PONDS. <br />• EROSION CONTROL CONTACT PERSON <br />DAN TORGERSON <br />19222 STAPLES SE NE <br />EAST BETHEL, MN 55011 <br />763 -413 -0042 <br />CONSTRUCTION NOTES <br />• CONLKtIC CURB AND GUTTER <br />CONCRETE CURB AND GUTTER SHALL BE CONSTRUCTED <br />ACCORDING TO MnDOT 2531. <br />CONCRETE CURB AND GUTTER SHALL BE 8 -612 <br />UNLESS OTHERWISE NOTED. <br />CLASS 5 SHALL BE WENDED 6" BEYOND THE <br />BACK OF CURB. <br />• CLEARING AND GRUBBING <br />ALL CLEARING AND GRUBBING SHALL BE ACCORDING <br />TO MnDOT 2105. <br />• TOPOGRAPHY <br />EXISTING TOPOGRAPHY PROVIDED BY RIX -CAINE & <br />ASSOCIATES LAND SURVEYORS. INC.. <br />• WETLAND DELINEATION <br />WETLAND DELINEATION BY EARTH SCENCE ASSOC., INC. <br />CONSTRUCTION SEQUENCING <br />DURATION <br />INSTALL SILT FENCE <br />2 DAYS <br />STRIP 51TE <br />3 DAYS <br />GRADE SITE TO SUBGRADE <br />2 WEEKS <br />INSTALL UTILITIES <br />2 WEEKS <br />CONSTRUCT BUILDING <br />2 MONTHS <br />PAVE PARKING AREAS <br />1 WEEK <br />STRIPE PARKING AREAS <br />1 DAY <br />VEGETATE GREEN AREAS <br />1 WEEK <br />PROJECT DURATION <br />3 MONTHS <br />SECONDAR. <br />DRAIN FIELD <br />PRIMARY <br />DRAIN FIELD <br />8' <br />EDGE OF WETLAND AS <br />DEIJNEATED BY EARTH <br />SCIENCE ASSOCIATES. INC. <br />;. ' <br />OUTLET <br />CONTROL <br />STRUCTURE / <br />92 <br />�- -889- • - <br />8BB <br />988 C\ <br />• B -6 <br />NM. 889:0- <br />HWL. 691.5 <br />cCt <br />• <br />O9P�Ppf <br />HY& 886.1 <br />(COUNTY DITCH 18) <br />s. <br />\ <br />/ <br />r <br />SILT FENCE <br />- (SEE DETAIL <br />�, <br />T 1y <br />VIVA- - • - <br />l <br />92IE =889" <br />B -5 <br />Nt- ; <i;lia >�tR <br />894 <br />90. -21" <br />RCP 0.3 <br />O 0.8% <br />8617 CURB & GUTTER <br />metal or wood stake <br />CBMHI <br />'`,48•o W/MnOOT 40201 <br />COVER. 113250A <br />E(15•)=89Q.46 <br />15(21 ") =889.72 <br />Col <br />Twin <br />TIE LAST <br />FOUR <br />SECTIONS <br />USE 2 TIE <br />BOLT <br />FASTENERS <br />PER JOINT <br />ladles <br />Glass 11 <br />Tap Rap <br />Cu. Wis. <br />12 <br />1S <br />18 <br />21 <br />24 <br />27 <br />30 <br />36 <br />42 <br />48 <br />54 <br />60 <br />ea <br />72 <br />78 <br />84 <br />90 <br />43 <br />5.2 <br />92 <br />73 <br />93 <br />9.7 <br />11.0 <br />15.5 <br />18.9 <br />22.5 <br />26.5 <br />30.9 <br />35.5 <br />403 <br />472 <br />529 <br />58.9 <br />/ engineering fabric <br />as specified <br />--fabric anchorage trench <br />backflll trench with <br />\ tamped natural soil <br />EXHIBIT # <br />GEOTE5TILE <br />FABRIC RP -RAP <br />CANDOT 3733, <br />TYPE N) <br />2331128_111=8 <br />SPECIFIED MATERIALS ARE FOR <br />HAND PLArEO AND GB9SIIED <br />RP -RAP <br />L� <br />FLARED END SECTION <br />WITH RIPRAP <br />W <br />a <br />SILT FENCE DETAIL <br />140' -15" <br />RCP 01.5 <br />0 1.45 <br />F9 <br />o ,9 APo <br />Jn 90 <br />9< <br />2 <br />Tat <br />r <br />B -3 <br />0 • <br />FUTURE <br />BUILDING <br />f1 <br />56"7 FENCE <br />(SEE DETAIL) <br />4 "25 <br />n <br />BFE 892.0 <br />8 -2 <br />9B <br />FEE, 903.0 <br />rho }cl6t,� <br />8 -1 <br />C84 <br />2ro 84342 <br />CASTING <br />RE =899.29 <br />I5 =895.79 <br />898 <br />Drainage & Utility Easement <br />8981NFILTRATON POND <br />90 <br />902 <br />°2 <br />C8MH2 <br />48•o W/MnDOT 40201 <br />COVER, R3250A <br />CASTING <br />RE =901.0 <br />IE•892.22 <br />• <br />140' -IS" <br />RCP CL5 <br />0 1.45 <br />SEC7109 A-A <br />HWI. =899.9 <br />., ®. a."vna...,....�...a.," �."......._ . ,y,.n:•:.:.,...,..•.....•.,.,.' err C ii ::..,T7 " ........,,�...t•..>,.3. <br />4r•CCi4cRETE <br />. . - OR11F APRON <br />CBMH3 <br />4RE CCO8E0 0NW. 1 G / 14 <br />.R32 <br />70 DOSOT A 40201 f= s <br />o" <br />/ <br />IE-.894.18 <br />125' -15" <br />RCP CL5 <br />0 1.35 <br />GRAVEL ENTRANCE '. <br />(SEE DETAIL) <br />3z0 <br />ASH STREET (C.S.A.H. N0. 32) <br />COARSE AGGREGATE <br />MINIMUM 1Ye• ROCK <br />GRAVEL ENTRANCE <br />LEGEND <br />PROPOSED EXISTING <br />• • <br />tYj.c <br />SEC1194 9-e <br />4. BMRCE 6-W47 <br />UNARM ORATE COMO <br />rx a•••• <br />♦• rololET[ w o. <br />4• MACE <br />OUTLET CONTROL STRUCTURE <br />NOT TO SCALE <br />RIGHT - -OF -WAY UNE <br />PROPERTY UNE <br />am LINE <br />DELINEATED WETLAND <br />CATCH BASIN/STORM <br />SEWER/MANHOLE <br />BARED END SECTION <br />W/ RIP RAP <br />TOPOGRAPHICAL <br />CONTOUR UNE <br />DIRECTION OF <br />DRAINAGE SLOPE <br />SILT FENCE <br />GRADING LIMITS <br />SIGNIFICANT TREE <br />0 <br />NORTH <br />30 <br />Y <br />60 <br />90 <br />SCALE <br />IN <br />FEET <br />Zoz <br />QJ <br />LULL,F <br />0° 9 <br />(9Z 1 <br />00) <br />Lt <br />OW <br />I z N <br />