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02000 RLK- Kuuaieto, 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 />MnOOT SPEC. 2331, TYPE 31 <br />6' ACC. BASE, CLASS 5 <br />Mn007 SPEC 2211 <br />COMPACTED SUBGRADE AS APPROVED <br />BY GEOTECHNICAL ENGINEER <br />BITUMINOUS PAVEMENT <br />NORMAL SECTION (DESIGN BY AMERICAN ENGINEERING TESTING. INC.] <br />BENCHMARK <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... 888.559 <br />SPIKE IN POWER POLE LOCATED 525' NORTH OF COUNTY ROAD J ON BALDWIN <br />LAKE ROAD. (ORIGIN UNKNOWN) <br />ELEV.- 893.81 <br />GRADING, TURF ESTABUSHMENT & EROSION CONTROL NOTES <br />• TURF ESTABUSHMENT <br />ALL TURF ESTASUSHMENT SHALL BE ACCORDING TO <br />MnOOT 2575 AND 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 MnOOT 268 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 />• SOD <br />SOD SHALL BE ACCOROING TO MnOOT 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 0150. <br />• FERIIUZER <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 ANO <br />BE MAINTAINED UNTIL ALL AREAS ALTERED ON THE SITE <br />HAVE BEEN RESTORED. <br />• GRADING <br />ALL GRADING SHALL BE ACCORDING TO MnOOT 2105. <br />AFTER SUBSTANTIAL TURF ESTABUSHMENT. 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 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 740180. <br />CUSS 5 SHALL BE EXTENDED 6' 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 />EXISTING TOPOGRAPHY PROVIDED BY RUC -CANE & <br />ASSOCIATES LAND SURVEYORS. INC.. <br />• WETLAND DELINEATOR <br />WETLAND DELINEATION BY EARTH SCIENCE ASSOC.. INC. <br />CONSTRUCTION SEQUENCING <br />DURATION <br />INSTALL SILT FENCE <br />2 DAYS <br />STRIP SITE <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 LEEK <br />STRIPE PARKING AREAS <br />1 DAY <br />VEGETATE GREEN AREAS <br />1 WED( <br />PROJECT DURATION <br />3 MONTHS <br />OUTLET // <br />CONTROL <br />STRUCTURE / <br />/ <br />INFILTR TION <br />PON• <br />T <br />Coll 48 Hours before digging <br />GOPHER STATE ONE CALL <br />Twin Cities Area 651- 454 -0002 <br />MN_ Toll Free 1- 800 -252 -1166 <br />i53 <br />371211 <br />N21E -889.0 <br />11-1( r*' -rte'= <br />11 1r4 1'1 I\I 1 <br />11 V I I I <br />1 j 1 ,1 I I I 1 II <br />/ / B -5 - -� <br />P ARKING g'OR <br />/ FUTURE EXPANSION <br />■ <br />90' -18' <br />RCP CO <br />0 1.45 <br />SILT FENCE <br />SEE DETAI <br />99.09 <br />91" 10 <br />C8MH1 <br />'0 W/MnDOT 40201 <br />R3250A <br />RE 8µ98Q <br />IE(15)..890.46 <br />1E(181•4190:16 <br />140' -15 <br />RCP CL5 <br />0 1.45 <br />FUTURE <br />BUILDING <br />084 <br />210 84342 <br />CASTING <br />RE =899.29 <br />IE =895.79 <br />C8MH2 k I <br />48.0 W/1Jn00T 40201 <br />COVER. R3250A <br />CASTING <br />RE-901.0 2.22 <br />E8989 <br />= <br />140. -15' <br />RCP CL5 <br />0 1.45 <br />CBMH3� +G <br />48'0 W/MnDOT 40201 <br />cOVER. R3250A <br />CASTING <br />RE- 901.70 <br />IE =894.18 <br />125' -15' <br />RCP CL5 <br />• 1.3X <br />/ <br />/ <br />SILT FENCE <br />(SEE DETAIL) <br />( <br />GRAVEL ENTRANCE <br />(SEE DETAIL) <br />/ s <br />Cowl drh•• ry <br />CRETE <br />� �ORIVE APRON <br />GRAVEL ENTRANCE <br />B <br />L <br />8612 CURB & GUTTER <br />Metal or wood stake- <br />8612 <br />take - <br />/engineering fabric <br />/ as specIFied <br />Fabric anchorage trench <br />/ backfIll trench with <br />\ tamped natural soil <br />\ <br />1.I Lilo <br />� I �. <br />J// <br />Il I-6` <br />SILT FENCE DETAIL <br />ELM <br />COR801IJCI CHA»E1 10 NUN BOARD <br />AAAC'EEEIT IP 19 ®1.10 <br />TAa11 /A CAST »•1 CRAMS. <br />00.,4. STAPMEM 01 , <br />RETANNER 8 POI <br />1LAWNOE STEPS SMALL SC <br />RACED 0008 THE OUTLET <br />PIPE <br />PM[GST COMER MNIIOX <br />SECTOR <br />PRECAST CONCRETE RANHOE <br />BASF <br />SECTION A-A <br />!CC112L 8-8 <br />LIEGEND <br />ROPOS — EXISTING <br />7/W14• STAN/ESE STEEL <br />REIP101 PIN <br />2, •C STAII4134 VIES. <br />111EAO MEEVE ANCHOR <br />4' 0I COMER <br />21.t11/4' CAST MON CANNEL <br />MATED 2%r TENOR TO REACH <br />OESIO401W MIL ELEVATOR <br />BEATEN 0112 PLANKS <br />(NPRLAP MAIM AT J0N•S <br />AO NAL MN rx0AMmn NAAS <br />MIME R.N4757 <br />2i•• CAST OM aAMkl <br />O 1M= INTO NfOIt MAT <br />WT 0101 R CONTACT MN <br />MOOT 11,114 2 COATS C• <br />9NYMIWr PANT. <br />• rA IE (SRn) <br />4.44. ORSON= <br />TREADED 1072 PLANKS <br />aNOEAP PLANTS AT JNIR <br />AND NN. ICH ONLwMH® MALI <br />4• owls <br />OUTLET CONTROL STRUCTURE <br />NOT TO SCALE <br />4~ •» -19 0-- 1E -0 <br />8141 <br />•1• <br />RIGHT -OF -WAY UNE <br />PROPERTY UNE <br />CURB LINE <br />DEUNIATED WETLAND <br />CATCH BASIN/STORM <br />SEWER/MANHOLE <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 />WETLAND <br />0 <br />30 <br />NORTH <br />60 <br />90 <br />7 <br />SCALE <br />IN <br />etl <br />2 <br />U <br />O <br />UZ u) <br />V7 <br />a Z <br />azz ca 2 <br />< (0 c.4 Y <br />Q <br />IMF <br />( <br />(1) N = <br />d' <br />J N3 <br />\ Vnkl \;f <br />4CNI 0 C'4 <br />