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WETLAND ALTER. <br />754 SOFT. <br />` 4003 ACRES <br />588•60'10 -11 <br />1307 5 <br />100 YR 11161.665.0 <br />(AS PER ENDA SNOT) <br />I DRAINAGE. UTILITY k <br />'CONSERVATION <br />.EASEMENT <br />9040 OFFSET <br />WITHIN 5.0.5. <br />ELOCK <br />101.0 <br />I <br />123� DUnDT E <br />EL0 . <br />WETLAND ALTER. <br />3403 S0.FT. <br />.08 ACRES <br />WETLANDS 4 <br />SURMOUNTABLE <br />Cam; k GUTTER <br />Bu <br />3 5 <br />T64 :NI: <br />3.100 •wu- <br />84000Qp <br />1c 'S <br />BURP DAMN A <br />NA1. -694.5 <br />WETLANDS <br />WETLAND BUFFER 634 <br />13085 SO.R. <br />1i gintAIAOWS <br />.Ai�irAYA rid! <br />VATAYArAve <br />FATATICAVATATP <br />AVAIro YAYAY . <br />yi WAIT <br />CD -14(1. WETLANDS <br />�•be 7 <br />m.1 <br />PARK <br />WETLANDS <br />DRAINAGE. UTKTTY k <br />CONSERVATOR <br />EA5EMENr <br />WETLAND BUFFER <br />7369 SOFT. <br />DRAINAGE. UTIUTY k <br />CONSERVATOR <br />EASEMENT <br />WETLAND 7 BUFFER <br />64TIGATOR <br />SOFT. <br />/.. z <br />WETLAND BUFFER <br />1156 SOFT. <br />,5P404/ WEIR <br />t wokkw ✓TAT DOCK <br />PIS- .• <br />9FKTMTON <br />-15600 SF <br />SUTTON 1• FRL WOR <br />1' GRANULAR SOILS <br />WETLANDS <br />1(O <br />• \ .nQQ�Pp:x •SY.i koo : <br />10P C <br />II �r. <br />b F. <br />OURm' <br />WETLANDS <br />PARK <br />V'uM��s.44n <br />4A <br />PARK <br />WETLANDS <br />°vvnaat56o'p00 <br />6 WETLANDS <br />\v <br />:4r <br />- <br />) ESA.. <br />1308.08 ' <br />15 r44'Orr <br />WETLANDS <br />1303 <br />LEGEND <br />592 (0511N6 CONTOUR <br />--99� - -- - PROPOSED CONTOUR <br />+:Ox PERCENT Or GRAD( <br />DRARMGE ARROW <br /><c -e•�- EKSRNG STORM SEWER <br />tt-* -- PROPOSED STORM SEWER <br />00000000000000 EROSION CONTROL SILT FENCE <br />K 968.3 <br />0 606.3 <br />WO <br />SE <br />58-1 <br />lO `S 441 MOO <br />PROPOSED SPOT ELEVATES <br />=TONG SPOT ELEVATOR <br />WOUND ALTERATION <br />WETLAND MITIGATION <br />WE1W4 ENHANCEMENT <br />ROC( CONSTRUCTOR ENTRANCE <br />HOUSE PAD WON <br />GRADE ELEVATORS <br />WALKOUT <br />SPUR ENTITY <br />SOIL DORM LOCATION <br />YAW `.'• �\ \ l 1, <br />,; , al <br />' <br />16419 16 0 971E <br />WETLAND WTIOAnoN <br />TYPICAL CROSS- SECTION <br />am <br />n <br />0 60 120 160 <br />WETLAND NOTES <br />TOTAL WE7(AND ALTERATION ■ 21225 B.F. <br />TOTAL MITIGATION REDO.. 42450 S.F. <br />TOTAL WETLAND &ROGATION . 21242 ST. <br />PUBUC VALUE CREDO (BUFFER) - 29268 S.F. <br />(.75 x 30051 3.F. - 292e8 B.F.) <br />TOTAL WETLAND 451 5TION • 50530 Si. <br />EROSION CONTROL NOTES <br />1. ALL PERIMETER SILT FENCE AND ROCK 566417626915164 ENTRANCES <br />DULL BE INSTALLED PRIOR TO CONSTRUCTION. <br />2. THE CONTRACTOR SHALL CONSTRUCT DRAINAGE RADIO P9109 TO SITE GRADING. <br />1 THE CONTRACTOR MALL GRADE SITE AND INSTALL UA2TRS <br />4. 946 K. 64 RAL TOR SHALL INSTALL CATCH BASIN EROSION CONTROL <br />1 WIMN TWO WEDS OF 511E GRADING. ALL D57URBED AREAS SMALL 8E <br />STABILIZED WITH 5ELO, 5O0 OR ROC( SASE SEEDING SHOAL 8E N <br />ACCORDANCE WITH IAN001 SPEC. 2075. SEED IIXTURE SHALL BE MNDOT <br />MORE 500. ALL MLACN SIMLL SE TYPE 1 AND SHALL BE DSC <br />ANC1OREO. FER11U2ER SHALL SE 10 -10-10 COMMERCIAL GRADE <br />MFEIIHG THE REQUIREMENTS FOR MNDOT 3861 AND SHALL BE APPLIED <br />AT A RATE OF 200/165. PER ACRE SOD SHALL MEET 714E REM/RENEWS <br />Of 19D0T 3676. A2 AREAS TO BE SODDED OR SEEDED AML/ BE <br />C17.FRED WITH MIM9M OF FOUR 61DHk5 OF TOPSOIL <br />6: ALL EROSION CONTROL MEASURES HALL RE INSTALLED AND <br />IW914264 D N ACCORDANCE WITH COT. WATERSHED DISTRICT AND <br />MINNESOTA POLLUTION CONTROL DUDES) PERM75. <br />7. 114E CONTRACTOR DULL UNMAN AIL LIMON CONTROL MEASURES, <br />INCLUDING 114E REMOVAL OF ACCUMNAIED SILT N FRONT Of SILT <br />FENCES. CONING 114E 5UPA7ON OF THE CONSTRUCTION. <br />0. ANY CESSSEDwEN1 N M PROPOSED INS SHALL BE REIKNED BY THE <br />CONTRAC <br />9. REMOVE ALL EROSION CONTROL MEASURES AFTER VE0ETATN 5 <br />10. THE COMPACTOR SNAIL REMOVE ALL SOBS AND 56586006 TRACKED <br />ONTO COSTING STREETS AND PAVED AREAS <br />11. F BLOWING DUST BECOMES A NUISANCE 714E CONTRACTOR SMALL <br />APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS <br />12. SWEEP 40346ENT STREET N ACCORDANCE W1111 CLAY REQUIREMENTS <br />Mixture 25A Modified (268) <br />Prairie Meadow & Streombonks <br />Common Nan. SMSW.d N.69 <br />94-160 94 ••••••••• w-d <br />&460 omen• M..r. asow4, <br />14r, TRAM <br />Nw D.P-4 0 <br />Sow* 444 AM- Taw.. <br />6624 Ia•& ammo d4M <br />45- w <br />Soy 14-40641 ••■•. <br />WM•1 116. 110•44. Elyntue 1.44,44.4 <br />WY qv. WONT &PTO **Ns <br />X14-14 •46 Do51ar1a n.Oa,Aetun <br />90..4 <br />1l_ W.Y. ■•• <br />14•41 pa... 114 <br />Defy ouselowor <br />• ■.. 1,14 <br />1•004 N90NS4> <br />T� YrtYN•0r <br />96411 .1.. -1444 <br />RM mow a..M <br />M-W6 <br />41111.11,44, <br />1143414 <br />2414 3. 1 <br />111•4444 1.4 <br />6694 -T6 51444 <br />066 94k624 <br />WON MOM <br />01.- 44.414 SOM..M <br />YO1n Faso <br />DAN Or14N <br />4..44 <br />040• r.a <br />6.462 *Yes <br />OV•TM F -•1410 <br />O A1-1. !M <br />11•4444 4I** <br />NY 4144.. -W.A <br />U4rw 14PAM414 <br />AIWA me4..se1Av <br />4404. WNW. <br />LAW., R4ieuT <br />MY.A. an,«.. <br />Marty *MN.. <br />144:44 4,4444 <br />• P.Aa9b <br />6ul6YH 114 <br />SON..41Ww <br />3Wr62 <br />4no1.M <br />Wasp mwritI144 <br />665762* •••• <br />Sr011A- A6441. <br />Mown. 1444a <br />V..w 1..40440 <br />V•44•444 44•■••• 0.1 <br />04m am 0.4 <br />14e4 1400 <br />X M LW <br />SA <br />0.1 <br />0.S <br />0.4 <br />04 <br />1.0 <br />02 <br />S.0 <br />40 <br />ac <br />0. <br />0.2 <br />0.3 <br />95 <br />0.4 <br />0.4 <br />0.4 <br />0.1 <br />1m <br />0.11 <br />25.0 <br />14 <br />109 <br />0.9 <br />03 <br />w <br />0.s <br />3.0 <br />w <br />R4. 36 b /41• (33 4244.). <br />ONNAINNORANA bee 00625 wru/i.W ws4Nlc s4 W Ts• wIM 4 N4ib,R14n. b N <br />69 4sl61 N.).10,.0. nor. Sro w. w 6960. 104 a6 44 <br />»M ••4694 69101. 4441 •••• SOW. 444 6, N ISM N-Y7 <br />0r MN paw, M Ma no M Yw. 444. 4•4. 44-14,11,44,4" *LMn <br />A <br />CONTRACTOR MUST CONTACT ENGINEER'S WETLAND SPECIALIST PRIOR TO <br />BEGINNING CONSTRUCTION OF MITIGATION AREAS AT: (952) 545 -7601 <br />REVISIONS <br />2 -21 -01 <br />RF <br />FRELYNART PLAN SUBMITTAL <br />4-6-01 <br />RF <br />CITY k WATERSHED REVISIONS <br />(NOON W ACS O R65N6Y 9 90941 1941 Y C R A6 . wPE6 IGWV D N , Ep \ / <br />SWEMISON NO THAT 1 W A DULY UUNSFO PR0'TS5ON.[ <br />214039 UNDER THE UIVS Or THE S1010 OF ANNANSON. <br />DOUG STAN. <br />am Y'%'o1 9E0 60. 16564 <br />\RDILWEO EST: <br />DAN <br />SCHOELL & MADSON, INC. ` Cr <br />ENGINEERS • SURVEYORS • PLANNING <br />SOIL TESTING • EM'1RONMENTAL SERVICES <br />10580 WAY2ATA BOULEVARD. 5U00 1 <br />M961ETONICA, MN 55305 <br />(952) 546 -7601 0251 548 -9065 <br />W I W..dgN6116d.011.WT <br />OWNER /DEVELOPER <br />HERITAGE DEVELOPMENT <br />422 EAST COUNTY ROAD D <br />ST PAUL, MN <br />651- 461.0017 <br />DATE: APRIL 5. 2001 <br />PROJECT NAME /SHEET TITLE <br />SADDLE CLUB ADDITION <br />LINO LAKES, MN <br />PRELIMINARY GRADING PLAN <br />J <br />,_ c.1vED <br />APR 0 6 2001 <br />L,y Of L4 O LANES <br />J <br />• <br />• <br />• <br />