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-SILT FENCE STAKE <br />TEMPORAP, SILT FENCE <br />/ (SEE SILT FENCE 0 9110) <br />SILT FENCE TO REMAIN 10 PLACE <br />UNTIL LA.11C5T,'APUIG uVO SEEDED <br />AREAS HAVE SEEN ESTABLISHED. <br />CURB CUT <br />O4' DROP CURB SECTION DETAIL <br />CONCP.ETE CURB <br />/ / / <br />I <br />LOT <br />OCK <br />1 \ <br />tzs ",0 <br />SEE LANDSCAPE PLANS & <br />SPECS FOR GRASS 101I9 <br />BEEHIVE CATCHBASIN TO BE PROJECTING <br />8" ABOVE LOWEST GRADE ELEVATION <br />OF ISLAND <br />KOHLS <br />(MIN.) <br />I-- <br />/ <br />T'7 <br />45. / �. <br />441 I <br />7 <br />BA <br />4,500 SO. F <br />FFE :914.5 <br />G / <br />// <br />r, <br />tea. <br />ti7 <br />g0 <br />6' ROCK MULCH <br />LANDSCAPE FABRIC - SEE SPEC. <br />INFILTRATION AREA CROSS SECTION <br />GRADING AND EROSION CONTROL NOTES <br />NTS <br />1. 0ON1940705 SHALL FIELD VERIF) THE LCCATNJNS AND ELE`/?1l01•0 OF <br />0/11 1140 UTIUTIES AND TOPOGRAPHIC FEATURES, SUCH AS EXISTING 01/1100 <br />GRADES AT THE PROPOSED DRIVEWAYS, PRIOR TO -TART OF SITE GRADING. <br />THE 0911704070R SHALL IMMEDIATELY NOTIFi THE ENGINEER OF 4111' <br />DISCREPANCIES 00 VARIATIONS FROM 50410. <br />2. CONTRACTOR IS TO CONTACT 'GOPHER STATE ONE CALL" FOR UTILIT1 <br />LOCATIONS - (651)454 -0002 46 HOURS FP.100 TO EXCAVATION COIIST9UCTIDII. <br />3. REFER TO FATE PUN FOR MOST CURPEIIT HORIZONTAL SITE DIMENSIONS <br />AND LAYOUT. <br />4. THE 517E 09..AD11(7 OPERATIONS, WHEN COMPLETED SHALL RESULT 141 ALL <br />AREAS BEING GRADED TO "PLATT SU9GRADE ELEVATION ". THIS "PLAIT <br />3UBGR.40E ELEVATION" SHALL BE 061099II1ED BY C41001(150 SLAB THICKNESS <br />ON THE ARCHITECTURAL PLAITS. THE PLAN 7462040E ELEVATION" 111 <br />THE 59001117 107 AND 091(E4A.Y AREAS SHALL BE DETERMINED BY <br />CHECH1IIG THE PAVEMENT SECTION DETAILS. INC 0EFEPRIIG TO PAVING <br />91..4I1 FOR LOCATION AND LIMITS OF VARIOUS PAVEMENT SECTIONS. <br />5. 111074(1 SILT SACKS IN ALL CATCH B451N5 LOCATED WITHIN DISTURBED <br />AREAS 011LESS NOTED OTHERWISE <br />6. 11E401' DLIT'T 66110E TO BE INSTALLED 011 SLOPES OF 3:I 09 STEEPER, AND NEAR <br />AREAS WHEP..E MATERIAL L TO BE 5TOCF. PILED. UNLESS NOTED OTHERWISE. <br />7. ALL SILT FENCE TO BE ORANGE 10 COLOR. <br />E. RICE OREEI: WATERSHED DISTRICT INSPECTOR TO BE CONTACTED FOR <br />PRECOIISTP,UCTION MEETING PRIOR TO GRADING. <br />9. ALL EROSION CONTROL MEASURES MUST BE INSTALLED 99(00 TO <br />COMMENCEMEH7 OF GRADING 000547ONS AND BE M4IRAINED UNTIL ALL <br />AREAS ALTERED 011 THE SITE HAVE 8EEII PESTORED. <br />10. ALL CONSTRUCTION 0(1194NCES SHALL BE SURFACED WITH CRUSHED <br />ROCK ACROSS FULL WIDTH FROM 011004110E 901147 TO 50 FEET INTO <br />CONSTRUCTION 2011E. REFER TO DETAIL. <br />11. CONTRACTOR -HALL STRIP. STOCKPILE AND RE- SPREAD SUFF101610 TOPSOIL <br />TO PROVIDE MINIMUM a DEPTH (COMPACTED1 TO ALL AREAS DISTURBED, <br />TO BE SODDED 09 SEEDED. <br />12. CATCH E451F10 AND MANHOLES III PAVED AREAS SHALL BE SOAPED <br />0.04 FEET. ALL CATCH BASINS IN CUTTER SHALL SE SUM9ED 0.15 FEET. <br />RIM ELEV40010 SHOWN REFLECT SOAPED ELEVATIONS. <br />13. ALL ROOF DRAIN LDC41ON5 TO BE VERIFIED WITH MECHANICAL. <br />14. 99(09 TO GRADING. PLACE ORANGE CONSTRUCTION 5AFET1 FENCE ALONG THE <br />609144ETER OF THE INFALT5417100 AREA TO PREVENT COMPACTION OF THE SOILS. <br />15. IF PRELIMINARY GRADING OF THE INFILTRATION AREA IS 490010TEL'i 7102077AP.'l, <br />GRADE THE INFILTRATION PRACTICE TO WITHIN 3-:z FEET OF FILIAL GRADE TO <br />PREVENT COMPACTION OP CLOGGING OF ME UNDERLYING SOILS. <br />19. 00 1409 OVER- EXCAVATE INFILTRATION AREAS FOR BOPEOW (44TERL0L. <br />17. FILIAL GRADING OF INFILTRATION AREAS SHOULD NOT OCCUR (111711 THE <br />COMRI6LITING 0RA111AGE AREA IS CONSTRUCTED AND STABILIZED. <br />18. SEEDING /RE0OP.ATIOH /PUNTING -F 11'FILIPATION AREAS TO BE COMPLETED <br />WITHIN 24 -46 HOURS OF FINAL 0PA71115. <br />19. ADJUST ALL EXISTING STP.UCTUF.ES TO REMAIN TO PROPOSED ELEVATIONS. <br />20. INFILTRATION AREAS 5HOW41 ARE 0071541E0 WITH 6" DEAD STORAGE BELOW <br />OUTLET ELEVATIONS. THIS PLAN 097977ES 3.460 CUBIC FEET OF STORAGE <br />FOR INFILTRATION. THE 99E0(0US1.3 AFPP0VE0 PLAINS DESIGNATED 3.100 <br />CUBIC FEET F00 THIS PARCEL <br />STORM SEWER STRUCTURE SCHEDULE <br />CE 91 - BUILD OVER EXISTING 1E" PCP STORM SEWER <br />RIM - 912.10 <br />III`✓ = 900.50 <br />NEENAH 0 -4342 CASTING <br />MN 92 <br />RIM - 911.20 <br />1140 - 9022.53 <br />/1001140 0 -1642 045111/0 <br />OE 93 <br />PIM - 909.00 <br />INV - 90231 <br />GE 94 - INFILTRATION AREA OUTLET <br />P.IM a 908.07 (E" ABOVE POND BOTTOM) <br />IFIV - 905,67 <br />NEEI149 5 -4342 CASTING <br />CE 96 - INFILTRA110N AREA OUTLET <br />RIM = 906.07 (0 ABOVE POND BOTTOM) <br />1410 = 903.67 <br />NEEIIAH R -4343 CASTING <br />KEY NOTES <br />+ 1116L.4CE 09 /914 GRATES 4 REPLACE W /50LID <br />STORM MH CASTINGS <br />CONTRACTOR TO KEEP HEAVY EQUIPMENT OUT OF <br />INFILTRATION AREAS AS MUCH AS PRACTICAL <br />YAM® <br />BUILDING LASTING RELATIONSHIPS <br />• <br />RYAN COMPANIES US, INC. <br />50 South '00nth Street, Suite 300 <br />Minneapolis, s, MN 55403 -2012 <br />612-492-4000 tel <br />612.492 -3000 fax <br />W W W.RYANCOMPANIES.COM <br />PROJECT NAME <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 />5!),5r,, <br />98NEEM I 3010 <br />HMV 1N <br />T hereby certify that this plan, specification, <br />or report was prepared by me or under my <br />direct supervision and War I are a duly <br />1.16229211 Professional lingineer under the <br />lams 00 the State Of Minnesota <br />ROBERT J.K� <br />REGISTRATION NO. DATE <br />41320 4 (11 105 <br />ASV mu RYAN 620(PANIe9 U9, IHc <br />JOB NUMBER HISTORY <br />aessmessemmonmanossanweseA0 <br />SHEET NUMBER <br />C3.1 <br />DRAWN BY CHECRED BY <br />0 30 60 SVVP RUK <br />JOB <br />SCALE IN FEET NUMBER DATE <br />2005-011 4/ 11 ( 2005 <br />