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WETLAND ALTER. <br />154 SOFT. <br />':803 ACRES <br />ser6o•rra <br />1307.62 <br />100 YR 10011 4895.0 <br />(AS PER TWM STUDY) <br />I ORAINNGE. UTILITY 6 ROAD OFFSET <br />CONSERVATION WITHIN R.O.W. <br />• <br />ELO• <br />1 45 <br />OUTLOT E <br />WETLAND ALTER. <br />3403 50.61. <br />.08 ACRES <br />SURMOUNTABLE <br />CURB * GUTTER <br />0000000 <br />00,0000 <br />WETLANDS e <br />WETLAND BUFFER <br />13055 SQ.FT. <br />94 <br />SEWO <br />905.5 <br />11 <br />SEWO <br />901.5 <br />8.13 ao O <br />3 <br />SEWO <br />8 <br />HWL -897.8 <br />NW1 -894.5 <br />z\613 99.5 <br />WETLANDS <br />DRAINAGE. UTILITY & <br />CONSERVATION <br />EASEMENT <br />WETLAND BUFFER <br />7389 50.61. <br />DRAINAGE. UTKRY & <br />10050509109 :!:! ! !! ,:!:!: 9 ROCK CONSTRUCTOR ENTRANCE <br />EASEMENT <br />LEGEND <br />...,, - 0OS7114G CONTOUR <br />PROPOSED CONTOUR <br />PERCENT OF GRADE <br />DRAINAGE ARROW <br /><c "' EXISTING STORM SEWER <br />«-&-- PROPOSED STORM SEWER <br />LIMIT Of CONSTRUCTION <br />00000000000000 EROSION CONTROL SILT FENCE <br />1.00 <br />X 988.3 PROPOSED SPOT ELEVATION <br />0 906.5 DUSTING SPOT ELEVATION <br />UZZEMEEM. wERAND ALTERATION <br />WETLAND MITIGATION <br />WETLAND ENH6NCEMEMT <br />WETLAND BUFFER <br />7386 SOFT. <br />M60MTXIN <br />171 50.60. <br />0.36 <br />WEILAND R <br />p .94 1156 SO.FT. <br />po <br />PARK <br />9 -% <br />FWO•a> _ <br />A r= <br />0 <br />WETLANDS <br />-ri <br />'.v�t a X110 <br />• PS el <br />lnee <br />v eH <br />BLO9( 3 <br />• <br />/ <br />WETLANDS <br />DRAINAGE. UOUD• & <br />CONSERVATION <br />EASEMENT <br />WETLANDS <br />PARK <br />T-: <br />WETLANDS <br />moo. <br />WO <br />n044000ISD 0000 <br />PARK <br />WETLANDS . / <br />• /• <br />„DRAINAGE. MISJ1Y & <br />CONSERVATION <br />84?_JASEMENT <br />• <br />r .lnt <br />/ <br />1306.98 <br />z.9r44.0rr 100'71. <br />t m.. <br />WETLANDS <br />to <br />ow- <br />• <br />pp01011. 1.3 <br />f6L606 BB1.3 <br />TREI'� NE D4TCH <br />INFILTRATION <br />15560 00 <br />SF <br />SUBCUT 1' FILL WITH <br />1' GRANULAR SOILS <br />932.0 <br />924.0 <br />wo <br />SE <br />8- <br />S6 -1 <br />HOUSE PAD 1W111 <br />GRADE ELEVATORS <br />WALKOUT <br />SPIN* ENTRY <br />SOB BORING L0CAIKN <br />OW AIWA <br />0EMOM SA <br />WAS <br />Eta 44 Darn <br />,,,,.4„.,..,. - �.fi - ^? �''"" I. <br />WS <br />ARM NIT ID WANE <br />WETLAND MITIGATION <br />TYPICAL CROSS - SECTION <br />71 <br />d <br />0 BD 120 180 <br />WETLAND NOTES <br />TOTAL WETLAND ALTERATION - 21225 S.F. <br />TOTAL 44m64910094 RECD. - 42450 S.F. <br />TOTAL WETLAND MITIGATION - 21242 S.F. <br />PU8UC VALUE CREDIT (BUFFER) - 292813 S.F. <br />(.75 X 39051 S.F. - 29288 SF.) <br />TOTAL WETLAND wawa« - 50530 S.F. <br />EROSION CONTROL NOTES <br />1. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES <br />SHALL BE INSTALLED PRIOR TO CONSTRUCTION. <br />2. THE CONTRACTOR 51441.1 CONSTRUCT DRAINAGE BARNS PRIOR TO SITE GRADING. <br />3. 1HE CONTRACTOR SHALL GRADE SITE AND INSTALL 10101103. <br />4. 114E CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL <br />MEASURES. <br />5. WITWN TWO WEEKS OF SITE GRADING. ALL 0151URBED AREAS SHALL BE <br />STABILIZED W1101 SEED. SOD OR ROCK BASE SEEDING SHALL BE IN <br />ACCORA410 WEN 44NDCT SPEC. 2575. SEED MIXTURE SHALL BE 1114001 <br />MIXTURE 500. ALL MULCH SHALL BE TYPE 1 AND SHALL BE DISC <br />ANCHORED. 909110ZER SHALL BE 10 -10 -10 COMMERCIAL GRADE <br />REEFING THE REQUIREMENTS FOR 4416001 3881 AND SHALL BE APPLIED <br />AT A RATE OF 200 /L85. PER ACRE. 50D SHALL REST THE REQUIREMENTS <br />OF MNOOT 3678. ALL AREAS TO BE SODDED OR SEEDED 54MLL BE <br />COVERED WITH MINIMUM OF FOUR INCHES OF TOPSOIL <br />8. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND <br />MAINTAINED IN ACCORDANCE WITH CRT, WATERSHED DISTRICT AND <br />MINNESOTA POLLUTION CONTROL (91005) PERMITS. <br />7. 174E CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES. <br />INCLUDING THE REMOVAL OF ACCUMULATED SILT IN FRONT OF SILT <br />FENCES. DURING THE DURATION OF THE CONSTRUCTION. <br />8. ANT EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE <br />CONTRACTOR <br />9. REMOVE ALL EROSION CONTROL MEASURES AFTER VEGETA009 6 <br />ESTABLISHED. <br />10. THE CONTRACTOR SHALL REMOVE ALL SOBS AND SEDIMENT TRACKED <br />01900 COSTING STREETS AND PAVED AREAS. <br />11. IF BLOWING DUST BECOMES A NUISANCE THE CONTRACTOR SHALL <br />APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS, <br />12. SWEEP ADJACENT STREET IN ACCORDANCE WTH CITY REQUIREMENTS <br />Mixture 25A Modified (26B) <br />Prairie Meadow & Streombonks <br />Comm. Now -S81 48 Now 9 el MM <br />8•__. 449 Anaepepan Mow. 5.0 <br />000040 maw 0600 came.. <br />Marsh eed WWI. imamate <br />New England .10. Aster no.. -agb. <br />swamp Her WA punk. <br />B rof.,.. fringed B.omn 0+996 <br />eu.i«nl gm. CWOmwro.0. .0.4..01. <br />519.. 04 -04541 D.,maaan =Woo* <br />Met Ape.. WM. Eymue tree... <br />Wad rye. ANY. ERMA W9ln44* <br />J0. -Py• And Eupola5rm <br />Bowel Eupalaium pmf,*atum <br />Mane grass. reed 0y.fI gran. <br />Memo press. fowl G7.r1 sM0ta <br />Early sunflower <br />BIN -flog As N. WAN. 0m <br />-•pn <br />Web+ 5ctinge6r <br />Tog 0 0440 ar Lb1H. py6rortxfrya <br />(knot Mw Io0Nk LW. 4400, <br />Ft. gmn. annwl Lwlum Ko*can <br />Mew,. flower W.. W.. <br />'w.e.ngamal Magma MOW. <br />ReG.n NA <br />gym. 600.60 iewl PP4. 44 .:'.a6m <br />R40k -Awl Susan. RAW. 046 <br />Omen 4010.0 SOn . otm1M• <br />m Sa M.. <br />0 mom goldenrod Se.. gralnl09044 <br />• grow. 0 0° m <br />Ca0dgrs. p f w wun0 4H4rotc <br />BIN remain <br />Avowed <br />CWer.. MM <br />can 1 .1(...11 <br />s <br />04114 4444414 <br />0.1 <br />0.5 <br />0.6 <br />a0 <br />0.2 <br />0.2 <br />0.4 <br />9.0 <br />0.4 <br />OA <br />0.2 <br />0.2 <br />0.3 <br />0.7 <br />0.4 <br />0.4 <br />0.4 <br />0e <br />0.1 <br />35.0 <br />10 <br />t <br />10.0 <br />a9 <br />0.3 <br />0.2 <br />5.0 <br />3.0 <br />0.5 <br />V.ronk Reecica6le 02 <br />.mnkw <br />aam .igi:aalrn 0.1 <br />Dam awed 0.4 <br />Total: 100.0 <br />Rat. 30 Me /eon (33 44/84). <br />D eMr.i90*060 . Asap /WmWe mood. m.. 6.889.. a height el M 1e 48 <br />Dmvebped for use an Np.k v. oM fa .Wla+d W.V. <br />4wloe6en Nele5edgea, moo.. grea.e. end meadow 104. ore WA <br />installed by 4modwA method..eeaWe from moire gran m., In oony wrI g <br />\r fora p TN.. We role nary of Ws. ens.. MUM pro- grm6M. <br />CONTRACTOR MUST CONTACT ENGINEER'S *VIAND SPECIALIST PRIOR TO <br />BEGINNING CONSTRUCTION OF MITIGATION AREAS AT: (952) 546 -7601 <br />TE BY <br />REVISIONS <br />REVISION <br />2 -21 -01 <br />RF <br />PRELIMINARY PLAN SUBMITTAL <br />4 -6-01 <br />R6 <br />CITY & WATERSHED REVISIONS <br />' ''HEREBY CE6MY THAT TINS PLAN. SPECIFICATION. OR 1 <br />REPORT WAS PREPARED BY ME OR UNDER Mt DIRECT <br />SWDNS. AND TWAT 1 AM A DULY LICENSED PROFES5000 <br />ENGINF008 UNDER WE W5 OF THE STATE OF MWWED3TA <br />DOUG 5TAHL <br />DATE: t'6- 0/ RED. N0. 19594 <br />` :LHEACD BY: BRE <br />SCHOELL & MADSON, INC.\ <br />ENGINEERS • SURVEYORS • PLANNING <br />SOIL TESTING • ENVIRONMENTAL SERVICES <br />10560 WAYZATA BOULEVARD. SURE 1 <br />MINNETONKA. MN 55305 <br />(952) 546 -7601 FAX: 546 -9065 <br />W W W.6m0ellm0e60D.w,D <br />J <br />OWNER /DEVELOPER <br />HERITAGE DEVELOPMENT <br />422 EAST COUNTY ROAD D <br />ST PAUL, MN <br />651- 481 -0017 <br />DATE: APRIL 6. 2001 <br />/PROJECT NAME /SHEET TITLE <br />SADDLE CLUB ADDITION <br />LINO LAKES, MN <br />PRELIMINARY GRADING PLAN <br />p E VED <br />1, 695 80 1.001 <br />GO OF LIDO LAKES <br />S.M_I. PR(1IFCT Nn fi1fi1. -lf1R SHFFT a (1F 7 CHFFT'1 <br />