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s <br />WETLAD ALTER. <br />.154 SOFT. <br />?003 ACRES <br />100 YR 141.0895.0 <br />(AS PER TVA STUDY) <br />ELOC,1 <br />seavo•Fr2 <br />nor. • 2 <br />0RAOAGE, UTILITY k <br />CONSERVATION <br />.EASEMENT <br />ROAD OFFSET <br />W1714114 R.O.W. <br />e., <br />WETLAND ALTER <br />3403 SOFT. <br />08 ACRES <br />REMANDS • <br />81.0 <br />SURMOUNTABLE <br />CURD ) k CUTTER <br />B ;+ <br />Bc.�ra M. <br />590 <br />WETLAND 81NFER <br />13085 SOFT. <br />/ 4fi_Lt►�Ar V4 1 . ,� <br />.'Air • <br />AV5:1141 <br />�iPETARD <br />PETARD SINTER <br />r� <br />2 <br />I • <br />DRAINAGE. UTR.Y k <br />CONSERVATION <br />EASEMENT <br />WERMD BUFFER <br />7309 50.01. <br />05484608, nun, k <br />CONSERVATION <br />EASEMENT <br />WETLAND BUFFER <br />7385 SCUT. <br />MITIGATION <br />171 5017. <br />0.33 <br />PARK <br />WETLANDS <br />••447 <br />I I \ <br />7, \ • «A3W <br />A r 1 <br />ANA <br />i4n•• BLA('�! <br />Nem <br />NA:r. <br />REDO <br />MR•Y92.1 <br />141.0891 A <br />ORAMAGE, U115Y k <br />CONSERVATION <br />00500DNT <br />WETLANDS <br />WETLANDS <br />r: <br />50 <br />REVISIONS <br />2 -21 -01 <br />Rf <br />( PRELIMINARY PLAN SUBMITTAL <br />4 -6 -01 <br />RE <br />CRY k WATERSHED REVISIONS <br />11R11ERT CERTIFY INN DRS PUN. SPE0IICATON. CR <br />REPORT WAS PREPARED 90 90 OR UNDER WY ERECT <br />SUPER RIO', 800 NWT I AM A DUL1 LICENSED PROFESSION. <br />ENIIN¢f 06007 TIC 4N'1 Of ME STATE Of WNNE301A <br />DOUG STAIR <br />50m Y6.a% N0. N0.01515 <br />REWORD VP <br />PARK <br />1308.98 <br />N8r4400r11 •°' i <br />) <br />WETLANDS <br />..11 <br />• <br />�QO4OVE0000 <br />WETLANDS <br />/ <br />MERINOS <br />-8WDR 91.3 <br />('»89N+ c� RICH <br />fl4- <br />INEETRAT10Fi <br />1580 SF <br />VAGUE 1• FALL WTN <br />1' GRANULAR 5089 <br />4. <br />i TT . \'`Is . ` ueF? B I ✓ sI0? $,Fv� 1 # <br />OUTLOT E <br />-09: <br />-- 9981 :ox <br />LEGEND <br />DORM CONTOUR <br />PROPOSED CONTOUR <br />PERCENT Or GRADE <br />DRNNAOE ARROW <br />COSTING STORM 5000.9 <br />« B PROPOSED STORM SEWER <br />ELO <br />00000000000000 EROSION CONTROL 547 FENCE <br />x981.3 <br />x 908.3 <br />932.0 <br />924 0 <br />wo <br />SE <br />58 -1 <br />WPM SiM4 <br />MOB Yi <br />PROPOSED SPOT 0100.7ON <br />COSTING SPOT E1LVATION <br />WETLAND ALTERA7ON <br />9611AW MITIGATION <br />WETLAND ENINNCEMENT <br />ROCK CONSTRUCTION ENTRANCE <br />HDIEE PAD WIN <br />GRADE ELEVATIONS <br />WAUOUT <br />SPLIT ENTRY <br />SOIL BORING LOCATION <br />08 319113 SRI <br />WETLAND MITIGATION <br />TYPICAL CROSS-SECTION <br />n <br />0 00 120 180 <br />WETLAND NOTES <br />TOTAL WETLAND ALTERATION • 27225 5F. <br />TOTAL MITIGATION REDD. • 42450 5F. <br />TOTAL WETLAND MREATION - 21242 5F. <br />PUBLIC VALUE CRONE (BUFFER) - 28208 SF. <br />(.75 x 39051 Sr. - 29281 SA) <br />TOTAL WETLAND 141110.101014 - 50030 S.F. <br />EROSION CONTROL NOTES <br />1. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES <br />SHALL BE NSTAUED PRIOR TO C0167RUCION. <br />2. THE CONTRACTOR SHALL CONSTRUCT 5004050 BASTES PRIOR TO SITE GRADING. <br />S THE CONTRACTOR AWL GRADE STE AND MALL URE11F5. <br />4 CONTRACTOR AWL MULL COCA MIN EROSION CONTROL <br />5. WITHIN TWO EMS Of 511E GRADNO, ALL DISTURBED AREAS SHALL BE <br />S1ABEREO WITH SEED. 580 OR ROCK 818. SEEDND HALL BE 84 <br />ACCORDANCE WITH AND07 SPEC. 2575. RED MIXTURE SHALL BE MNDOT <br />MIXTURE 500. ALL MUCH SHALL 30 179E 1 AND 5NAL1. BE DISC <br />ANCHORED. TERMED SHALL BE 10 -10.10 COMMERCML GRADE <br />8EETBD THE REQUIREMENTS FOR MN00T 3587 MO SHALL BE APPLIED <br />AT A RATE Of 200 /185. PER ACRE. 508 HALL MEET DK REQUIREMENTS <br />Of ANOOT 3578. ALL AREAS 70 BE SODDED OR SEEDED. AAA. BE <br />COMM 8171 MINIMUM of FOUR RICKS 07 TOPSOIL <br />IL ALL EROSION CONTROL MEASURES SRN/ BE INSTALLED A140 <br />141WTANED N ACCORDANCE 97754 CRY, WATERSHED DISTRICT AHD <br />LINHESOTA POLLUTION CONTROL (WOES) PEMNRS. <br />7. THE CONTRACTOR AWL MO RAN ALL EROSION CONTROL MEASURES. <br />INCLUDING THE REMOVAL Of ACCUMULATED SAT N FRONT Of SILT <br />FENCES. DINING DIE DURATION OF THE CONSTRUCTION. <br />8. ANY EXCESS SEWER 84 PROPOSED SUNS SWCL BE RESO.ED BY THE <br />CONTRACTOR <br />9. 1105800E ALE EROSION CONTROL MEASURES WIER YECETATON S <br />ESTABLISHED. <br />10. THE CONTRACTOR SIM L REMOVE ALL SOILS AND SEDIMENT TRACKED <br />ONTO EX0TIN0 STREETS AND PAVED AREAS. <br />11. IF BLOWING DUST BECOMES A NUISANCE TIE CONTRACTOR MALL <br />APPLY WATER FROM A TANK TRUCK 70 ALL CONSTRUCTOR MEAS. <br />12. SWEEP ADJACENT STREET N ACCORDANCE 101111 CITY REQUIREMENTS <br />Mixture 25A Modified (265) <br />Prairie Meadow & Streambanks <br />Common Ne * •00 MUM x M Mb <br />9AI4•b., ML M.f•P•E -. P,-0 5.0 <br />Or* °momone Menem* a -r9..b 0.1 <br />0-..4.4. 4400, 4Nno-1. 55 <br />Naw S 8 0.1- ▪ 1.04,04 0.• <br />0r•m, NAM. Snows d.b S.0 <br />TAN., MO-04 5.__ n maw. 54 <br />VA* ,a.. 4.0., DV.4. 040400*0 L0 <br />WW 7n. 18059 Den-. A0010. IA <br />A.-P...4 - Emee1-A•. 00*4m-n 8.. <br />I0 •- -- [..R -A,- •Od•b•, 03 <br />Woke 0.S. -4 00.08 rani OS <br />Ammo 04.4. Wm %RAP. Wbb 0.3 <br />140 -414.r Able... 448.41•14. 0.7 <br />180.4. 1444 0.4 <br />110h N.••eb.l. 0.4 <br />LYNN 9141514 O1 <br />L.W. N440.. 10.4 <br />4410e A.4+ 0.1 <br />44. OMm-. 0.8 <br />HA 310 <br />.• t0. V4 1100 <br />O 040•4134 We AS <br />Si.9 ■••4 -- 03 <br />9_1100 43840e 03 <br />5440410 ..m4Ne4 0.2 <br />S.V+N..o .Aw 5.0 <br />88.019 5500. 35 <br />9-.e. I-N.. 0.5 <br />1144044 hchatete w_. 04 0.n.. al <br />25404 -•. 0.4 <br />700E 100.0 <br />94--'0 WN <br />040.. 42090s <br />70 00000. <br />Gnat M. 80•4 <br />RR rook 9-m• <br />N.Ibt 0.•40 <br />14.4 -P.m • <br />R.S••e <br />%Ace 044 <br />Maya. ITN <br />S.N. -.IM 5004•0 <br />ON. W98 WNW. <br />M woo <br />441-100,84 NARentaa <br />440. ••• <br />SN 1 <br />0•... <br />04-1 1..1 <br />GUM-. AN•e*eo <br />0ob 30 W9 /.a. (33 88/.1• <br />0- 0MIMANs*...P /Gil• ..4• M•. Ragmen • 14•4A of 34 H M <br />64,04. D44•148.4 Mr u.. MO& 904 0.4 1- .eelm4 ..INNM. <br />44404104 4M.4444., 144.. P.M 9..9...Ymf..9 ..A <br />4.U49 0. <br />.2 Ry 04.91 mNN. 0. ..e -.n 00 004 Sm.• 04, 0 4417 .■• <br />lo we Foam. AM .b 11-ry M IM.. mock. r•.0n 04-44r400001 <br />CONTRACTOR MUST CONTACT ENGINEER'S WERAND SPECIALIST PRIOR TO <br />BEGINNING CONSTRUCTION Of MITIGATION AREAS AT: (952) 548 -7601 <br />SCHOELL & MADSON, INC .N / OWNER /DEVELOPER <br />MINERS • SURVEYORS • PUNNING <br />SOB TESTING • EMARONMENT4L SERVICES <br />10580 WAYZATA BOULEVARD, SURE 1 <br />MNNETONKA, MN 55305 <br />(952) 546 -7801 077 548 -9065 <br />WW..1WW.INrwd,GR,0 ,5 <br />I <br />HERITAGE DEVELOPMENT <br />422 EAST COUNTY ROAD D <br />ST PAUL, MN <br />651- 481.0017 <br />11ATF• APRIL R 0nn1 <br />0.) PROJECT NAME /SHEET TITLE <br />SADDLE CLUB ADDITION <br />LINO LAKES, MN <br />PRELIMINARY GRADING PLAN <br />00 <br />g�: iveD <br />PPR 0 8 L001 <br />CTT Of NE <br />1 <br />