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PROJECT: <br />BETTY'S <br />PIES <br />OF <br />LEGACY AT <br />WOODS <br />LINO LAKES <br />TOWN <br />CEFITER <br />PARKWAY <br />ARCHITECT/ENGINEER <br />PLANNER <br />HARTFORD <br />IMMD <br />1 Mt* =SS' Tel M 88. 9A55MWA <br />bRpm PR.. b m •rb q <br />m G DIES:_ ml MS Ito • Olt <br />IOW lE A•tcH woo to <br />to 11 9E 11: Mme. <br />NW I _51!9514 <br />CONSULTANT: <br />OWNER: <br />LEGACY <br />HOLDINGS -LL, <br />LLC <br />12100 sm¢EIt'0 LAM <br />EDEN PSNNE. <br />5450221 <br />PM: 952.7461.7t0 <br />ISSUE: <br />0-15-94 - CRY REVIEW SET <br />11 -25-09 - A arc <br />.L REV. THIS SHEET <br />SHEET TIRE <br />EROSION <br />CONTROL <br />AND <br />GRADING <br />PLAN <br />NNTRACT <br />( I.OJ <br />1 <br />/ <br />NOT 94 CONTRACT <br />(N.I.C.) <br />/ <br />/ / <br />/ % LIMIT OF COIHSTRU�ilO1a — • — • — • — <br />•_ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ \ \4MT DI <br />�S) <br />A <br />NOT IN CONTRACT <br />(N.I.C.) <br />EROSION CONTROL SEED MIX <br />SEE LANDSCAPE SCHEDULE <br />2• <br />SEDIMENT FENCE (TIP.) <br />NOT IN CONTRACT <br />(N.I.C.) <br />-. � \CONSTq <br />��C =QV <br />SEGMENT FENCE (TIP.) <br />LI` OF <br />• •S =Uc0 <br />NOT IN CONTRACT <br />(N.I.C.) <br />SEDIMENT FENCE (TIP) <br />STABILZED SEED .MIX AS <br />7 SPECIFIED <br />SEDIMENT FENCE (TIP.) <br />ING NOT I <br />NTRAGT <br />MIL.) <br />PECTIED ED <br />6 <br />SEDIMENT FENCE (TIP.) <br />/ <br />/ <br />'y01 <br />903 <br />909 <br />STABILIZED SEED MIX iT5 <br />SPECIFIED. , I. • <br />C • <br />11.17 —0 cousTRUCnaa \: _ .... ... <br />05 -• <br />7 <br />CONTRACT <br />(N.I.C.) <br />903•— <br />957 <br />BETTY'S PIES <br />BLDG: 7,935 S.F. <br />SITE 0.29 ACRE <br />STA&U2ED <br />PL <br />U0 <br />ON <br />FINISHED GRADE S .LL <br />MATCH EXISTING GRADE <br />. � . _ire•w -1st <br />TOWN CENTER PARKWAY <br />7 <br />S E DETAIL <br />APPROXIMATELY <br />1701.0. <br />RETAINING <br />WALL (TIP.) <br />1 / <br />/ <br />20 <br />— EROSION CONTROL NOTES: —[f} <br />1. THE CONTRACTOR SHALL PROVIDE SEDIMENTATION AND <br />EROSION CONTROL SISTERS AS SHORN ON THE DRAWINGS <br />W ADDITION TO OTHER MEASURES THAT MAY BE <br />NECESSARY TO PREVENT SEDIMENTATION AND EROSION <br />CAUSED BY CONSTRUCTION ACTIVITIES IN ACCORDANCE TO <br />THE CITY ORGINANLE <br />2. 040 CONTRACTOR WU. BE RESPONSIBLE FOR <br />MAINTAINING THE SEDIMr01TAT10N AND EROSON CONTROL <br />SYSTEMS THROUGHOUT THE DURATION OF THE CONTRACT. <br />THIS MMN1ENANCE SHALL INO.LDE C 055951NG AND /0R <br />REPLA0040 SYSTEMS THAT HAVE BECOME CLOGGED OR NO <br />LONGER FUNCTIONAL AS DETERMINED BY THE <br />ENGINEER/LANDSCAPE ARCHITECT. <br />3. CONTRACTOR SHALL INSPECT MONTHLY AND AFTER EACH <br />STORM EVENT AND REPAIR AS NECESSARY ALL EROSION <br />CONTROL MEASURES TO INSURE 1140 INTEGRITY GS THE <br />EROSION CONTROL SYSTEM. <br />4. CONTRACTOR SHALL 80 RESPONSIBLE FOR REMOVAL <br />AND SATISFACTORY DISPOSAL OF ALL EROSON CONTROL <br />STRUCTURES UPON COMPLETION OF ALL WORK AND SOL <br />STABILIZATION AS DIRECTED BY THE ENGINEER. <br />5. FURNISH AND INSTALL APPROXIMATELY 30 LF. OF SILT <br />FENCE PERPENDICULAR 70 THE OUTLET OF Ea0H STORM <br />DRAIN PIPE TO CONTROL AND M9419125 SLT RUNS. <br />4-- GRADING NOTES: — - <br />1. 114E CONTRACTOR SHALL BE 9500045IBLE FOR <br />MAINTENANCE OF GRADE STAKES THROUGHOUT THE <br />DURATION OF CONSTRUCTION TO ESTABLISH PROPER <br />GRADES THE CONTRACTOR SHALL ALSO BE RESPONSIBLE <br />FOR A FINAL FIELD CHECK OF FINISHED GRADES <br />ACCEPTABLE TO THE ENGNET9R/LANOSCAPE ARORITECT <br />PRIOR TO LOANING AN0 SODDING ACDIATIES <br />2. UNSUITABLE EXCESS FILL MATERIAL, AS SPEC11E0, <br />SHALL BE REMOVED AND LEGALLY DISOSED OF BY THE <br />CONTRACTOR OFF-SITE <br />3. SUITABLE EXCESS FILL MATERIAL SHALL BE 5T00PILED <br />IN A MANNER AND LOCATION AS APPROVED BY THE <br />ENGINEER/LANDSCAPE ARCHITECT. <br />4. ALL AREAS DISTURBED OUTSIDE 114E UNIT OF WORK <br />SHALL BE REPAIRED AT THE CONTRACTORS EXPENS W A <br />MANNER APPROVED 130 THE 040NEER/LAN05CAPE <br />ARCHITECT. <br />5. PROPOSED SPOT GRADES ARE FLOT1INE FINISHED CRADE <br />ELEVATIONS <br />6. LONGITUDINAL SDPES OF WALKS SHALL 90 5% (MAX.) <br />AND 1% (MIN.) AND 2% (MAX) CROSS 9.00E EXCEPT AS <br />SHOWN ON THE DRAWINGS. <br />7. PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS <br />INDICATED OTHERW55 ON 1040 0RAWNGS. SIRES GREATER <br />THAN 3:1 SHALL REQUIRE SURFACE ROUGHENING BY EITHER <br />'STAIRSTEP' GRADING. GROOVING, FURROWING. OR <br />TRACKING 10 AVOID RUNOFF VELOCITY AND 000010EE <br />EROSION CONTROL BLANKET. SLOPES LESS THAN 3:1 NOT <br />STABILIZED WITH VEGETATION SHALL HAVE 114E SURFACE <br />ROUGH GRADED TO REDUCE RUNOFF VELOCITY UNTIL SOO <br />HAS BECOME STABILE AND MATURE. AT NO TIME <br />THROUGHOUT THE DURATION OF TH5 CONTRACT, SHALL <br />SLOPES 95 A 50400TH GRADE OR A COMPACTED SURFACE. <br />419 <br />42D <br />+ 422.0 <br />r <br />%yea <br />1' CONTOUR <br />ELEVATION INTERVAL <br />5• CONTOUR <br />ELEVATION NTERVAL <br />SPOT GRADE ELEVATION <br />SEDIMENT FENCE <br />0U1FALL. CURB AND <br />GUTTER AS SHOWN ON <br />1•1S PLAN <br />UNITS OF 51ABIUZED <br />CONSTRUCTION ACCESS <br />ETR0SON CONTROL SEED MIX <br />'SEE LANDSCAPE SCHEDULE <br />STABILIZATION SEED MIX <br />5� LANDSCAPE SCHEDULE <br />RF_TLN4D SEED MIX <br />SEE LANDSCAPE SCHEDULE <br />FOR BID ONLY <br />NOT FOR CONSTRUCTION <br />© <br />06661.11 2.16, NIA1lWS RMM NA MC. 601171 CI566/16,60.616 <br />SHEET NUMBER: <br />C3.0 <br />