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L <br />ar <br />-SILT FENCE STAKE <br />- TEMPDPARI SILT FENCE <br />(SEE SILT FENCE DETAIL) <br />SILT FENCE TO REMAIN -I IN PLACE <br />0100 LONGS 90044 STU SEEDED <br />ARE ?S. HAVE BEEN ESTABL15HEU. <br />" V <br />SEE LANDSCAPE PUNS et <br />SPECS FOR GRASS MIX <br />BEEHIVE 997999ASIN TO BE PROJECTING <br />6- ABOVE LOWEST ORADE ELF/A710N <br />OF ISLAND <br />CURB CUT <br />O4' DROP CURB SECTION DETAIL <br />CONCRETE CURE <br />NTS <br />KOHL'S <br />LM <br />1' (MN.) <br />I - I <br />- <br />V 901.31 <br />ti7 <br />/1 <br />II <br />6' ROC( MULCH <br />LANDSCAPE FABRIC - SEE SPEC. <br />INFILTRATION AREA CROSS SECTION <br />GRADING AND EROSION CONTROL NOTES <br />NTS <br />1, C0117001700 SHALL FIELD \'EPIC, THE LOCATIONS AND ELEVAT1O115 OF <br />EXISTING UTILITIES 0140 TOPOGRAPHIC FEATURES, SUCH 00 0000440 GUTTER <br />GRADES AT THE PROPOSED DRIVEWA'iS, PF:I044 TO 'TART OF SITE GRADING. <br />THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY <br />DISCREPANCIES OF VARIA710140 FROM PLANS. <br />2. COH10007044 IS i0 C01•TACT 'GOPHER STATE nME rpll" FOP 01101 <br />LOCATIONS - (651)454 -000? 46 HD0P.S PF.IOF TO Er:C'AVATION\COIIST1VCT011. <br />3. REFER 70 SITE PLAN FOR MOST CURRENT HORIZONTAL SITE DIMENSIONS <br />AND LAMOLIT. <br />4. THE SITE GRADING OPERATIONS, WHEN COMPLETED SHALL RESULT IN ALL <br />AREAS BEING GRADED 70 'PLAN SUBGRADE 000,011011 ". THIS "PLAIT <br />5UBG1009 ELEVATION" SHALL BE DETERMINED BY CHECKING SLAB THIC0NE55 <br />ON THE ARCHITECTURAL PLAIDS. THE 'PLAN SUBGPADE ELEVATION" a1 <br />THE PAR91113 LOT AND DRIVEWAY AREAS SHALL BE DETERMINED Si <br />CHECKING THE PAVEMENT 5000041 DET04.5. AND REFERRING TO PAVING <br />PLAN FOR LOCATION AND LIMITS OF VARIOUS PAVEMENT SECTIONS. <br />7. INSTALL SILT SACKS IN .ALL CATCH BASINS LOCATED WITHIN DISTURBED <br />AREAS UNLESS NOTED OTHERWISE. <br />6. HEAVY 0001 1E1FE TO BE INSTA.LLEO 011 SLOPES OF 3:1 OP STEEPER A11G MEAD <br />T. 0449440 WHERE M010444L L TO 8E 170Ci'. PILED, 11.11500 110TED OTHERWISE. <br />All SILT FENCE TO BE ORANGE 111 COLOR.. <br />8. RICE CFEEI< WATERSHED DI51RICT INSPECTCF TO BE CONTACTED FOR <br />P449151ISTRU01l05 MEEf1115 P01011 TO 5-11001115. <br />9. ALL 0005100 CONTROL MEASURES MIDST BE INSTALLED PRIOR TO <br />COMMENCEMENT OF GRADING OPERATIONS AND BE MAINTAINED 01170 ALL <br />AREAS ALTERED 011 THE SITE HAVE BEEN RESTORED. <br />10. ALL CONSTRUCTION ENTRANCES SHALL BE SURFACED WITH CR05HE0 <br />ROCK. AC0000 FULL WIDTH FROM ENTRANCE POINT TO 50 FEET 11170 <br />CONST0UCT■00 10119. REFER TO DETAIL. <br />14. 001ITFACTO4 -HALL STRIP. STOCKPILE AND PE-SPREAD 5LIFF191E1T TOPSOIL <br />TO PROVIDE MINIMUM 4' DEPTH (COMPACTED) TO ALL AREAS DISTURBED, <br />TO BE SODDED OF 5EEDED, <br />12. OATCH BASINS AI-D IJAIDHDLES IFI PAVED AREAS SHALL EE 5UMPED <br />0.04 FEET. ALL CATCH BASINS IN GUTTER SHALL BE 5UMPE0 0.15 FEET. <br />P111 ELEVATIONS SHOWN REFLECT SUMPED ELEVATIONS. <br />13. ALL PROF DRNN 100ATI'DNS TO BE VERIFIED WITH MECHANICAL. <br />14. P0,00 TO GRADING, PLACE ORANGE CON5TPUC1105 50FET, FENCE ALONG THE <br />PERIMETER OF THE IIIFILTPAT014 AREA TO PREVENT COMPACTION OF THE SOILS. <br />15. IF PREUTAI1DARY GRADING OF 711E INFILTRATION AREA 15 ABSOLUTELY NECESSARf, <br />FADE THE INFILTRATION PRACTICE TV WITH111 3-6. FEET OF FINAL GRADE 70 <br />PP.E'VENT COMPACTION OF CLOGGING OF THE 0110ERLnNG 501L5. <br />16. 00 1107 OVER-EXCAVATE INFILTRATION AREAS FOR BORROW MATERIAL. <br />11. FINAL GRADING OF INFILTRATION AREAS SHOULD NOT OCCUR UNTIL THE <br />00111IBUTINO DRAINAGE APES IS CONSTRUCTED AND STABILIZED. <br />16. µ,07H111 G y ESTO1ATION /PLAITING OF INFILTRATION AREAS 70 BE COIAPLETED <br />45 HOURS OF FILIAL GRADING. <br />19. ADJUST ALL 5,11514.10 STRUCTURES TO REMAIN TO PROPOSED ELE'4ATIONS. <br />20. INFILTRATION AREAS SHOWN 411.E DESIGNED WITH f.' DEAD STORAGE EELOW <br />51TLET ELEVATIONS. THIS PLANI PROPOSES 3400 CUBIC FEET OF STORAGE <br />FOP IIDFILTR:4TIOH. THE PREVIOUSLY APPROVED PLANS DESIGNATED 3.100 <br />CASK FEET FOR THIS PARCEL <br />STORM SEWER STRUCTURE SCHEDULE <br />CE 441 - 6U1LD 00E0 90157ING 15' PER STORM SEWER <br />RIM - 912.10 <br />1140 = 90350 <br />NIEENAH R -4342 CASTING <br />MH <br />Rim = 911.20 <br />1140 = 902,51 <br />N IENAH 0 -16422 CASTING <br />RM - 909.80 <br />1115= 902.31 <br />CB 444 - INFILTRATION AREA OUTLET <br />RIM 903.57 (5" ABOVE POND BOTTOM) <br />1110 = 905.67 <br />NEENAH 0 -4342 CASON* <br />CE 445 - INFILTRATION AREA OU11.57 <br />R114 = 006.67 (6" ABOVE PINED BOTTOM <br />INV = 933.67 <br />NIEENAH R -4342 CASTING <br />KEY NOTES <br />C 11JPLACE 96 /14H GRATES & REPLACE W /50LID <br />STORM MH CASTINGS <br />CONTRACTOR TO KEEP HEAVY EQUIPMENT OUT OF <br />INFILTRATION AREAS AS MUCH AS PRACTICAL <br />D <br />30 60 <br />SCALE <br />IN <br />FEET <br />YAN' <br />BUILDING LASTING RELATIONS <br />RYAN COMPANIES US, INC. <br />50 South Tenth Sleet, Shire 300 <br />Mirroeapole, MN 55403 -2012 <br />612- 492.4000 id <br />612-492-3000 Sax <br />W W W.RYANCOMP.NIES.COM <br />PROJECTNAME <br />LINO LAKES <br />MARKETPLACE <br />THIRD ADDITION <br />LOCATION <br />LINO LAKES <br />MINNESOTA <br />SHEET TITLE <br />GRADING & EROSION <br />CONTROL PLAN <br />REVISIONS <br />4 -11.05 PRELIM. SITE PLAN SUBMITTAL <br />APR 1 2 2005 <br />"+ P@ <br />fa �p9E ! 1 <br />V55Wp'105,5.551 <br />EtnPatg1 45011 <br />RmelNN,9 <br />Pa 244666 <br />asmsto num t RILINININIANIND MASS= <br />I hereby certify that this plan, specification, <br />or report vla5 prepared by me or under my <br />direct supervision and that am a duly <br />Licensed Professional lin9,neer under the <br />Lama of the State of5innesotIL <br />ROBERT J. RACK <br />BEGISTRATIONNO. DATE <br />41320 4111105 <br />'52005 MALI COM MI1ea U3 PC <br />JOB NUMBERIiISTORY <br />SHEET NUMBER <br />C3.1 <br />DRAWN HY <br />BWP <br />CHECKED BY <br />RJR <br />JOB NUMBER DATE <br />2005411 4/1192005 <br />