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0 2000 RLK- Kuuanto, LTD. <br />FINISHED GRADE <br />I 1/2" BIT. WEARING COURSE, <br />MnOOT SPEC. 2331, TYPE 41 <br />TACK COAT, MnOOT SPEC. 2357 <br />2" 811. BASE COURSE. <br />MnDOT SPEC. 2331, TYPE 31 <br />6" ACC. BASE. CLASS 5 <br />MnDOT SPEC 2211 <br />COMPACTED SUBGRADE AS APPROVED <br />BY GEOTECHNICAL ENGINEER <br />BITUMINOUS PAVEMENT <br />NORMAL SECTION (DESIGN BY AMERICAN ENGINEERING TESTING. NC.I <br />BENCHMARK <br />BRASS DISK IN SOUTHEAST CORNER OF BRIDGE LOCATED ON COUNTY ROAD J <br />EAST OF LEJONGTON 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. (ORIGIN UNKNOWN) <br />ELEV.= 893.81 <br />GRADING, TURF ESTABUSHMENT & EROSION CONTROL NOTES <br />• TURF ESTABUSHMENT <br />ALL TURF ESTABUSHMENT SHALL BE ACCORDING TO <br />MnOOT 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 />5EE0 MIX SHALL BE MnDOT 268 AT 100/ PER ACRE. <br />• SEEDING (ALL ELSE) <br />SEED MIX SHALL BE MnDOT 509 AT 100# PER ACRE <br />DORMANT SEEDING AFTER NOVEMBER 1, AT TWICE THE <br />NORMAL RATE <br />• SOD <br />SCO 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 0411108 NETTING <br />OR A STRAIGHT DISC. <br />• FERTIUZER <br />TYPE 20 -0-10 AT 400# 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. <br />• GRADING <br />ALL GRADING SHALL BE ACCORDING TO MnDOT 2105. <br />AFTER SUBSTANTIAL TURF ESTABLISHMENT, ALL SEDIMENT <br />SHALL BE REMOVED FROM ALL PONDS. <br />• EROSION CONTROL CONTACT PERSON <br />DAN TORGERSON <br />19222 STAPLES ST NE <br />EAST BETHEL, MN 55011 <br />763 -413 -0042 <br />CONSTRUCTION NOTES <br />• CONCRETE CURB ANO GUTTER <br />CONCRETE CURS AND GUTTER SHALL BE CONSTRUCTED <br />ACCORDING TO MnDOT 2531. <br />CONCRETE CURB AND CUTTER SHALL BE B -612 <br />UNLESS OTHERWISE NOTED. <br />CLASS 5 SHALL BE EXTENDED 6" 9010813 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 RLK -CHINE & <br />ASSOCIATES LAND SURVEYORS, INC.. <br />• WETLAND DELINEATION <br />WETLAND DELINEATION BY EARTH SCIENCE ASSOC.. INC. <br />CONSTRUCTION SEQUENCING <br />DURATION <br />INSTALL SILT FENCE <br />2 DAYS <br />STRIP SZE <br />3 DAYS <br />GRADE SITE TO SUBGRADE <br />2 WEEKS <br />INSTALL UT1UTIES <br />2 WEEKS <br />CONSTRUCT BUILwNG <br />2 MONTHS <br />PAVE PARKING AREAS <br />1 WEEK <br />STRIPE PARKING AREAS <br />1 DAY <br />VEGETATE GREEN AREAS <br />1 4000 <br />PROJECT DURATION <br />3 MONTHS <br />INF1L1R 110N .j., <br />.r <br />r}� <br />1 <br />1 <br />I <br />/ <br />/ <br />/ / <br />1 <br />1 <br />■ <br />J 1 <br />/{/ � r-"2 <br />LJ <br />11_ <br />SILT <br />SIFE <br />596 <br />- T�rZ- ="" f"' <br />1 �1 IJ 1'1 I 1\1 I I <br />I I I V I I I I I I I <br />I/ 1 /1 4 1 1 1 I 1 1 <br />/ B -5 <br />/ PARKING tOR <br />/ FUTURE EXPANSION \—;4901- <br />I 1 1 <br />I 1 1 1 1 1 1 e:I tA3 <br />O <br />90' -18' <br />RCP CL3 <br />0 1.40 <br />CERAM <br />• W/MnDOT 40201 <br />R3250A <br />RE =89�Q <br />IE(15 ") :890.48 <br />1E081 =8906 <br />140-15" <br />RCP CL5 <br />0 1.40 <br />��_ <br />0814H2 TI <br />48-0 W/'UnDOT 48)204 Q q <br />COVER, R3250A `I <br />CASTING /'.. <br />RE =901.0 <br />E�89222 <br />140' -15" <br />RCP CL5 <br />0 1.40 <br />— - 902,..— —O\ <br />Q� <br />08MH3� <br />48"• W/MnDOT 40201 ✓/ <br />COVER, 832504 /o <br />CASTING <br />RE =901.70 <br />10- 894.18 <br />125' -15" <br />RCP CL5 <br />0 1.30 <br />900 <br />>. Y <br />r <br />995 <br />Drainage igifialikn&RSorofeT <br />595 <br />8? 902 <br />'• ^ <br />r M ~A•� P P <br />ASH STREET (C.S.A.H. NO. 32) <br />• (W8Nnnun sea.) <br />( <br />SILT FENCE <br />(SEE DETAIL) <br />I I <br />GRAVEL ENTRANCE 11 I <br />(SEE DETAIL) <br />/ ) I <br />I/ <br />e' 9Rwd 0'196•+•7 _ - <br />4- CLNCRETE <br />—DRIVE APRON <br />Cal <br />EXHIBIT # <br />Twin <br />MN. <br />GRAVEL ENTRANCE <br />ELM <br />wNSROCT CHAN EL 10 Duo. 80040 <br />ADA15,I (T UP 10 391.70 <br />1/2 "R <br />.3/4 <br />3 "R. 11 <br />ER FT v.,' • 'o <br />1-5/8 I 12 <br />8612 CURB & GUTTER <br />a" <br />1 /2 "1. <br />metal or wood stake., <br />,engineering Fabric <br />/ as speciFied <br />Fabric anchorage trench <br />/ bockfIll trench with <br />\ tamped natural soil <br />SILT FENCE DETAIL <br />WA(2Cr•, l <br />ri$ <br />3NLNtsrRiReR®Nw <br />54060 4-A <br />8401919 B-9 <br />3/S•M• STAP9F55 51E0. <br />RUNNER PM <br />3/It•d STRAALS WM. <br />THEAT1 AVM ANCNON <br />r ON mown <br />2114.01/4• CAST NCH CRAWS. <br />TREATED r•r UINBD0 TO REACH <br />CE€ ITAIED NX E109AIIO91 <br />TIE41U 912 PLANKS <br />8760AP PLAN O AT .29(15 <br />AND NIL 9610 CALVIN® WAS <br />Y OSP= 8 -09.99 <br />r.4• CAST nw CHANNEL <br />CROWED 016 WOO.. COAT <br />CAST 1X0411 96 0311TACT 9619 <br />GROUT 9610 2 COATS 0' <br />88088943 PANT. <br />CALVAM60 GRATE (NUT) <br />4•.e. OPENNW <br />TREATED 912 8.900. <br />OWIAP MAWS AT an <br />MD NAL 96144 09L99J 3D NHL. <br />C ORIFICE <br />OUTLET CONTROL. STRUCTURE <br />NOT TO SCALE <br />LEGEND <br />ROPOS D EXISTING <br />0— N —0 <br />RIGHT -OF -WAY UNE <br />PROPERTY UNE <br />CURB UNE <br />DEUNIATED WETLAND <br />CATCH BASIN /STORM <br />SEWER/MANHME <br />FLARED END SECTION <br />W/ RIP RAP <br />TOPOGRAPHICAL <br />CONTOUR UNE <br />DIRECTION OF <br />DRAINAGE SLOPE <br />SILT FENCE <br />GRADING UMITS <br />— WE1LANO <br />0 <br />30 <br />60 <br />90 <br />61 <br />SCALE <br />IN <br />Lt <br />l <br />oti <br />0 =a tt 5 Tut a <br />£ E O, <br />8g� <br />8'S <br />o <br />_405 <br />2 <br />z <br />0 <br />0: 1 <br />1 O <br />U <br />CC W <br />U W to <br />Q z <br />Q_ z - <br />< N W <br />CO 40 <br />Z M J co <br />1V) N-r <br />az <br />W0• • <br />ce'6i <br />OU i <br />z2 <br /><O'5 <br />(� W <br />