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SEDGE:NT :FEN <br />ALONG WETAN,W ;'J <br />1F <br />/ /�' <br />-` / <br />? /r�iJ i / /J%% / <br />/ <br />\\ ,11� \ <br />/ <br />SHALL <br />co <br />\ <br />\ <br />STABILIZED <br />NAME SEED MIX AS <br />SPECIFIED BY TIE CITY <br />H <br />( <br />ALONG ME ANO. <br />SPACE 5 APART <br />O' <br />I_ <br />EXISTING <br />WETLAND <br />OSION <br />BLANKET (11P.) <br />EXISTING <br />WETLAND <br />/-Th <br />DOUBLE ROW O <br />SEDIMENT FENCE <br />101,- ALONG WET.NND. <br />TI SPACE 5' APART <br />1 IBUILDING62 I <br />I 7 UNIT TOWN HOME <br />I BUILDING TYPE B• RIGHT <br />I I 6. <br />-- _ es. airelirrelLENIVal <br />Gi <br />W II.Ei Y <br />rlitf'� <br />FINBHW catADE wo <br />EXISTING WALK <br />CON 'U <br />RETAINING WALL TAM <br />ORNAMENTAL RAI NG <br />I <br />1/ k <br />1�Y 1'1 <br />1- ..S)_ ---- <br />�\ <br />TH CITY WALK <br />ON <br />BLANKET (TYP.) <br />NATIVE SEED MIX AS <br />SPECF40 BY TIE CRY <br />SEDIMENT <br />FENCE (IYP.) <br />\ EXISTING <br />WETLAND <br />DOUBLE ROW OF <br />SEGNwT <br />ALONG WETLAND. <br />SPACE 5' APART <br />-t— NATIVE S® MIX AS (:rte— <br />SPECIFIED BB =1E my — 20 0 40 <br />1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR <br />MAINTENANCE OF GRADE STAKES THROUGHOUT THE <br />DURATION OF CONSTRUCTION 70 ESTABUSH PROPER <br />GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE <br />FOR A FINAL FELD CHECK OF FINISHED GRADES <br />ACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT <br />PRIOR TO LOANING AND SODDING AGITATES. <br />2. UNSUITABLE EXCESS FILL MATERIAL, AS SPECIFIED. <br />SHALL BE REMOVED AND LEGALLY DISPOSED OF BY THE <br />CONTRACTOR OFF —SITE. <br />3. SUITABLE EXCESS RLL MATERIAL SHALL BE STOCKPILED <br />IN A MANNER AND LOCATION AS APPROVED BY THE <br />ENGINEER/LANDSCAPE ARCHITECT. <br />4. ALL AREAS DISTURBED OUTSIDE THE UNIT OF WORK <br />SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE IN A <br />MANNER APPROVED BY THE ENGINEER/LANDSCAPE <br />ARCHITECT. <br />5. PROPOSED SPOT GRADES ARE FLOWUNE FINISHED GRADE <br />ELEVATIONS <br />6. LONGITUDINAL SLOPES OF WALKS SHALL BE 5% (MAX.) <br />AND 1% (MIN.) AND 20 (MAX.) CROSS SLOPE EXCEPT AS <br />SHOWN ON THE DRAWINGS. <br />7. PROPOSED SLOPES SHALL NOT EXCEED 4:1 UNLESS <br />INDICATED OTHERVASE ON THE DRAWINGS. SLOPES GREATER <br />THAN 4:1 SHALL REQUIRE SURFACE ROUGHENING BY EITHER <br />STAIR5100 GRADING. GROOVING. FURROWING. OR <br />TRACKING TO AVOID RUNOFF VELOCITY AND RECEIVE <br />EROSION CONTROL BLANKET. SLOPES LESS THAN 4:1 NOT <br />STABILIZED WITH VEGETATION SHALL HAVE THE SURFACE <br />ROUGH GRADED TO REDUCE RUNOFF VELOCITY UNTIL SOD <br />HAS BECOME STABLE AND MATURE AT NO TIME <br />THROUGHOUT THE DURATION OF THE CONTRACT. SHALL <br />SLOPES BE A SMOOTH GRADE OR A COMPACTED SURFACE <br />t — EROSION CONTROL NOTES: --P- <br />1. THE CONTRACTOR SHALL PROVIDE SEGMENTATION AND <br />EROSION CONTROL STa1LMS AS 91011N ON THE DRAWINGS <br />IN ADDITION TO OTHER MEASURES THAT MAY BE <br />NECESSARY TO PREVENT SEDIMENTATION AND EROSION <br />CAUSED BY CONSTRUCTION ACONITES IN ACCORDANCE TO <br />THE CITY ORDINANCE <br />2. THE CONTRACTOR WILL BE RESPONSIBLE FOR <br />MAINTAINING 1HE SEDIMENTATION AND EROSION CONTROL <br />SYSTEMS THROUGHOUT THE DURATION OF THE CONTRACT. <br />THIS MAINTENANCE SHALL INCLUDE CLEANING AND /OR <br />REPLACING SYSTEMS THAT HAVE BECOME CLOGGED OR NO <br />LONGER FUNCTIONAL AS DETERMINED BY THE <br />ENGINEER /LANDSCAPE ARCHITECT. <br />3. CONTRACTOR SHALL INSPECT MONTHLY MID AFTER EACH <br />STORM EVENT AND REPAIR AS NECESSARY ALL EROSION <br />CONTROL MEASURES TO ENSURE THE INTEGRITY OF THE <br />EROSION CONTROL SYSTEM. <br />4. CONTRACTOR %LAU BE RESPONSIBLE FOR REMOVAL <br />AND SATISFACTORY DISPOSAL OF ALL EROSION CONTROL <br />STRUCTURES UPON COMPLETION OF ALL WORK AND SOIL <br />STABILIZATION AS DIRECTED BY TH0 ENGINEER. <br />5. FURNISH AND INSTALL APPROXIMATELY 30 LF. OF SILT <br />FENCE PERPENDICULAR TO THE OUTLET OF EACH STORM <br />DRAIN PIPE TO CONTROL AND MINIMIZE SEDIMENT RUNOFF. <br />7. SEDIMENT FENCES 5HALL BE CLEANED AT THE <br />OBSERVATION OF THE LANDSCAPE ARCHITECT, CITY. OR <br />CONTRACTOR WHEN 1HE FENCE BECOMES 1/3 MAXIMUM <br />FULL <br />LEGEND: <br />419 <br />420 <br />+ 4220 <br />EOF <br />o °o <br />1' CONTOUR <br />ELEVATION INTERVAL <br />5' CONTOUR <br />ELEVATION INTERVAL <br />SEDIMENT FENCE <br />SPOT GRADE ELEVATION <br />EMERGENCY OVER FLOW <br />AREA ON INTERIOR DRIVES <br />UNITS OF EROSION <br />CONTROL BLANKET <br />NATIVE SEED MIX AS <br />SPECIFIED BY 1HE CITY <br />STABIU2ED <br />CONSTRUCTION ACCESS <br />STAIRWAY NOTES: <br />1. ALL STAIRWAYS AT BUILDING STOOPS WILL BE ETHER 6' <br />OR 36' IN HEIGHT, DEPENDING ON SURROUNDING GRADES. <br />2. ADDITIONAL STEPS MAY BE REQUIRED AT THE <br />CONNECTION TO SIDEWALKS. <br />3. FINAL STAIRWAY DETERMINATIONS SHALL BE STAKED IN <br />THE FIELD BY THE CONTRACTOR, PRIOR TO CONSTRUCTION. <br />AND SUBJECT TO RENEW AND APPROVAL BY THE <br />ENONEER/LANOSCAPE ARCHITECT. <br />RECEIVED <br />MAY 0 4 2006 <br />CITY OF LINO LAKES <br />FOR BIDDING ONLY <br />NOT FOR CONSTRUCTION <br />IHARTFORD <br />EC0(T11' A/43 fNC.� <br />AI <br />I N** .04801 WN AL. +P <br />Ow▪ l iy*. 8 30 lwv 8. <br />8..30 • LEdE*p MiLH aHEM <br />N. d IN WM M MLo!A <br />OW Pa422 Ue*M Wow <br />ILA NMI <br />CONSULTANT: <br />OWNER: <br />LEGACY <br />HOLDINGS <br />LL, LLC. <br />1300 WELLS MMTWA <br />3BXERXES ONE3H <br />O IX6T. MHI <br />(ni)�a1N <br />PROJECT: <br />LEGACY <br />TOWNHOMES <br />LEGACY <br />AT <br />WOODS <br />EDGE <br />UNO LAMS <br />MINNESOTA <br />ISSUE: <br />12/26/05 PRELIM. SITE PLAN <br />3/16/0* CITY SU9MRTAL <br />4/3/06 CRY COMMENTS <br />5/5/06 CRY 519857/1 <br />5/5/89 MD 5O <br />2. REV. THIS SHEET <br />0 NO REV. THIS SHEET <br />SHEET TIRE: <br />GRADING <br />AND <br />EROSION <br />CONTROL PLAN <br />SHEET NUMBER: <br />C3.0 <br />Q m..MPll Gas IraTIaw GM/0 ME. 6CMW IICMDGYEe.MAHEM <br />