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• <br />AMM <br />WETLAND ALTER <br />]S4 0.47E . <br />4.077 5 ACR <br />388560'10•3 <br />1307.8E <br />100 TR NWL•695.0 <br />(AS PER TWA STUDY) <br />DRAINAGE. 011UTY It <br />CONSERVATION <br />: 7A5ERMENT <br />/ <br />/ // <br />1 <br />Iii BLOCK 1 <br />hI TRAIL <br />'I / EASEMENT <br />I1 1pzo 9012 <br />I (- ASPEN-TA.- <br />� 3 <br />I1 BLO1 <br />3 <br />OUTLOT <br />WETLAND ALTER. <br />3403 50.FT. <br />A6 ACRES <br />WETLANDS eqe <br />1101 N <br />«.1a aa.9 <br />SUR006NTAeIE <br />CURB 14 GUTTER <br />(r07) 894 <br />00 <br />0 <br />B <br />69 <br />DRAINAGE, MOLDY 6 <br />CONSERVATION <br />EASEMENT <br />T/n <br />.. 55 0 • <br />0p >H <br />2282 5 AL1Yfb�• «>.0 <br />.07 SOFT. <br />.177 ACRES <br />OUTLOT A <br />AL <br />2822/9.Fr. <br />.07ACRES <br />LLLIRP ASSN A <br />HWL•697.6 <br />NWL•L949 <br />WETLANDS <br />Ba <br />13085 SO .FFj -� <br />'rot V40145_ <br />WETLANDS <br />MERANO BUFFER <br />10057 SOFT. <br />1M' <br />'"gi6 mp BUFFER <br />738 SOFT. <br />DRAINAGE. MUTE NN <br />CONSERVATION <br />EASEMENT <br />W 0.0040 50.41. BUFFER <br />7769 <br />DRAINAGE. UTILITY 14 <br />CONSERVATION <br />Ea5EMD47 <br />171 <br />ROTATION <br />:b <br />WETLANDS <br />8000 <br />"WLM92.1 <br />2 <br />NM, <br />NWL•891.5 <br />v• <br />\ w <br />- RIBRA. WEIR <br />ELT`/ 'a <br />�,_9N OTGH <br />OUTLOT B <br />RCWO <br />041,.692.1 <br />WETLANDS <br />1158 SC BUFFER <br />1158 5047. <br />WETLANDS <br />1306.98 <br />r <br />WEILANOS <br />masa <br />6 <br />jK. <br />Irl <br />0 1f 1I / <br />p <br />R' 1O <br />_ 'jam <br />e1327124fra'3pO /.3.1i. .. 6644 <br />\41.11101 <br />ea <br />1044.4 410.11 <br />WETLANDS <br />ea= <br />\ mom- <br />090 <br />eN-o <br />o <br />M , <br />• n <br />- <br />WETLANDS <br />X82 <br />1 7108 <br />IS60 SF <br />SUBMIT 1' FILL 141TH <br />IT GRANULAR SOILS <br />D' DRAINAGE. miry <br />h CONSERVATION <br />05EM0Nr <br />08- <br />098----- <br />1.0% <br />LEGEND <br />a0551N0 CONTOUR <br />PROPOSED CONTOUR <br />PERCENT OF GRADE <br />DRAINAGE ARROW <br />-- - 474 -1�-- EXISf100 07ORN 27008 <br />«- ■■ PROPOSED STORM SEWER <br />• • - • • - • • - UI5T OF CONSTRUCTION <br />00000000000409 EROSION CONTROL SILT FENCE <br />X 968] <br />X 9840.0 <br />932.0 <br />924 0 <br />wo <br />8E <br />58-4 <br />PROPOSED SPOT ELEVATION <br />0451 HG SPOT ELEVATION <br />19L1LANR ALTERATION <br />WEI AND MRIOATICN <br />WERINND ENHANCEMENT <br />ROCK CONSTRUCTION ENTRANCE <br />HOUSE PAD 511111 <br />GRADE ELEVATIONS <br />WA190MT <br />5PUr 94107 <br />SOIL BORING LOCATION <br />SOIL BORINGS <br />89912 <br />2 096.00 <br />3 8995.27 <br />4 899"51 <br />5 89429 <br />8 898.40 <br />7 89937 <br />IMMO IRA LEE <br />WETLAND MITIGATION <br />TYPICAL CRO55.5 CTION <br />2, <br />60 120 180 <br />3(� IN -iEGY <br />WETLAND NOTES <br />IOTA. WE11AN0 ALTOU1gN • 16970 SF. <br />TOTAL 44111001011 BE00. ■ 37940 S.F. <br />TOTAL wow.* 901GA11091 • 19252 S.F. <br />PUBIC VALUE CREDIT ( BUFFER) • 29786 S.F. <br />(.75 X 39051 S.F. • 29266 5F.) <br />TOTAL WETLAND MITIGATION • 38540 S.F. <br />EROSION CONTROL NOTES <br />1. AL PERIMETER SRS FENCE AN0 ROCK CONSTRUCTION EN1RA6:FS <br />SHALL BE *WALED PRIOR TO CONSTRICTION. <br />2. THE CONTRACTOR SHALL CONSTRUCT DRAINAGE 0*57N5 7709 10 SITE CRAOINO. <br />3. THE CONTRACTOR SHALL GRADE SITE MO INSTALL UTILITIES. <br />4, 114E COM1RICTDR SHALL INSTALL CATON USN EROSION CONTROL. <br />MEASURES <br />5. MIN TWO 11EDGi OF 500 GRADING, ALL DISTURBED ANDS SNAIL BE <br />514811MD *4114 W. 500 OR ROCK BASE SEEDING SHALL L BE N <br />ACCORDANCE 'ATIH /MOOT SPEC. 2575. SEED MIXTURE SHALL BE 06001 <br />040108E 500 AL MULCH 5NA0L BE TYPE 1 AND SHALL BE DISC' <br />ANCHORED. FERTILIZER SHALL BE 10-10-10 COMMERCIAL GRADE <br />4EEI1N0 THE REQUIREMENTS FOR 08001 3801 AND SMALL BE APPLIED <br />AT A PATE OF 200/081. PER ACRE 500 5HAL MELT THE REOUNEMENTS <br />OF MNDOT 3878. ALL AREA5 TO BE 500072 OR SEEDED SH4ALL. BE <br />COVERED 31114 MINIMUM OF FOUR INCHES OF TOPSOIL <br />L ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND <br />MANITNNED IN ACCORDANCE WITH MINNE5010 POLLUTION CONTROL (NPOES)APFRYISS. DISTRICT' ANTI <br />THE CONTRACTOR SHALL 04N7NN ALL EROSION CONTROL MEASURES. <br />NCLUC010 THE REMOVAL OF ACCUMULATED 987 N FRONT OF 520 <br />FENCES DURING THE DURATION OF THE CONSTRUCTION. <br />5. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE RE40440 BN THE <br />CONTRACTOR. <br />9. MIME AL EROSION CONTROL MEASURES AFTER VEGETATION IS <br />ESTA8115H72. <br />10 THE CONTRACTON SHALL REMOVE ALL SOILS ANC SEDIMENT WOOED <br />ONTO EXISTING STREETS MO PAVED AREAL <br />11. IF BLOWING DUST' BECOMES A NUISANCE. THE CONTRACTOR SHALL <br />APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION maws. <br />12. SWEEP A "CENT STREET N 0200808601 WITH CRY REQUIREMENTS <br />Mixture 25A Modified (266) <br />Prairie Meadow & Streambanks <br />Comm. Re46 <br />9MremN Ma <br />Carts m4as. <br />MMa4 mu. * <br />N.. ON.n4 <br />W406 8081 <br />Bm,r. , 00 <br />0 <br />8 <br />Eery tle-IrNMI <br />144.0 144.0 . 41 al <br />401 <br />,Y <br />WM • 161µi <br />aaM <br />0. <br />Moab yam, man <br />M4N6 Nm«, fM <br />E_ aee6..r <br />pw -Ilea i6 <br />ay Ma r <br />Tall 44mnaaMr <br />O..M Mw 04aW <br />M• mesa. ea.6 <br />Msa« Armor <br />TOM Baaan6m <br />Wawa <br />66Ra1 gram <br />i 4944 ,aM <br />■eat -qa6 6wa,'m <br />Omen 4M.M <br />W_M <br />0.er-1r4N 004.4.4 <br />Iv* ,re« <br />Gorda <br />Sam amveln <br />lamas <br />ON0le mat <br />GMey AawN ✓e <br />Bob_ Nam <br />AnAmmn <br />a aare <br />m,s. «em«:. <br />44441404 104.4rnela <br />ANYt nwa. -an9Yw <br />AM*, punier.. <br />Femme tl941. <br />ColaRaNaM6 a•4mw <br />0«Iro6ua mead«« <br />07 4e6, <br />00 ymam <br />Tam vow <br />01«14164 «MaRavn <br />0ha N 9ra• <br />M6 4468. <br />Us46 44.a06 <br />8646 PP4.MaMT <br />L**ia MPMb <br />*0_ Ran <br />WM. 1694« <br />araa <br />Pa <br />K <br />Pm Tab as44n <br />ekla <br />!Mama .w.5.« <br />44444 - <br />5«a"«41an a6w. <br />8estl10 Ima 30 <br />am na 02 <br />Yasi 6aas.6la 01 <br />V6all«446n , *ma . 0.1 <br />Dr yr OA <br />Tame 100.0 <br />X a MN <br />0.5 <br />00 <br />9s <br />54 <br />80 <br />OA <br />03 <br />033 <br />03 <br />0.5 <br />0.5 <br />0.4 <br />LO10 <br />A <br />0.1 <br />0. <br />37.0 <br />10.0 <br />02 <br />03 <br />90 <br />Rah 30 144/44 (33 64/55)._ DmointimaNadve Des1ePM � aw6 00 44 a m aml ,er *ma rw6r11eou 6 N <br />Imo 1 Nab Swap. IR«4ea 9ae«a. and 61 I6 holm am !not <br />*OM by 5.444440 m66m. anal ,am fan mem 06. In ashy Maw <br />466 9 yeal6 Nes •a6 ram? M 1b6r yaa« less• way.rn.len•R <br />brr4naNt- <br />I <br />CONTRACTOR MUST CONTACT ENGINEER'S WERANO SPECW.IST PRIOR TO <br />BEGINNING CONSTRUCTION OF MITIGATION AREAS AT: (952) 548 -7801( <br />DE BY <br />REVISIONS <br />REVISION <br />2 -12 -01 <br />OF <br />PRF4UMINARY PLAN SUBMffoL <br />4-6 -01 <br />OF <br />CIIY k WATERSHED REVISIONS <br />6-7 -01 <br />6 -13-01 <br />05 <br />RF <br />CRY REVISIONS <br />REV/ 56014TTAL <br />NEREB CERNf7 11447 11119 EAR. 5PE°FlCAI06. 08 :704 / <br />0064 86080040 m ME 08 UNDER MY 0REC1 <br />SIIPNRYSIO01 R 11447 1 A A OLIO' PROSSGNAL <br />MINER UNDER TK LAWS OF INC STATE OT <br />MIN160TA <br />WOG STAR. <br />041E SEM 17.12664 <br />\RENEWED 9W <br />401E <br />SCHOELL Rk MADSON, <br />ENGINEERS • SURVEYORS <br />NVIRONME •PAN "LNG HERITAGE DEVELOPMENT <br />SOIL TESTING • OM0044MENTA. 500,4005 <br />70560 WAYZATA BOULEVARD, SURE 1 422 EAST COUNTY ROAD D <br />MNNETONKA MN 55305 ST PAUL, MN <br />(952) 546 -7601' FAX: 548 -9065 651- 481 -0017 <br />1WR..e11wl1rtwdwn.o5m <br />DATE: AUGUST 13, 2001 J <br />F :\Ea�D1�AI�1.3ViUS\ti2\ GF(A t,dwg, t)r3 /13/2uci1 10 :23:45 AM, Lalvin F <br />OWNER /DEVELOPER <br />• <br />• <br />9 <br />AUG 1 3 2001 <br />C]l,Tf OF 3.t;:o LAA1r, <br />/ PROJECT NAME /SHEET TITLE <br />SADDLE CLUB ADDITION <br />LINO LAKES, MIN <br />PRELIMINARY GRADING PLAN <br />S.M.I. PROJECT NO. 61513 -006 SHEET 4 OF 7 SHEETS <br />