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Y <br />WETLAND ALTER. <br />44.3 50.Fr. <br />388.50'10 -a <br />1307.82 <br />100 YR NY/L4895.0 <br />(AS PER 104 STUDY) <br />ORANAGE, 6010115 dot <br />CONSERVATION <br />EASEMENT <br />Id! <br />BLOCK 1 <br />20' TR6L <br />EASEMENT <br />2 <br />3 <br />r A"aPENTA. _ <br />OUTLOT <br />0L01 <br />WETLAND ALTER. <br />3403 SO.FT. <br />.08 ACRES <br />WETLANDS •94e <br />SURMOUNTABLE <br />CURB dot GUTTER <br />694 <br />90 -' <br />DRANAGE. UTLUTY <br />CONSERVATION <br />EASEMENT <br />59 <br />WETLAND BUFFER <br />13085 50.FT. <br />000 j <br />aSv2 ATL a-' lo <br />>• <br />2262 S OFT. / .- <br />.07 ACRES <br />OUTLOT A <br />ry WETLAND ALTER <br />.0700 2622/SOLFT. <br />RES <br />NURP BASIN A <br />HWL -897.8 <br />NWL -894.5 <br />WETLANDS <br />WETLANDS <br />\x�iw iw4a. <br />WETLAND BUFFER 7-.J <br />10053 5D.FT. . 4441 <br />TEMPORARY CUL-4.--SAC <br />i ` I1 <br />/ /1// <br />( l \ 1101:,// O 27R eVLn / <br />6 <br />Q \ \ <br />`1, ,' 7.n> / /t l ACRES I 1 ♦ / <br />\ F1e _ _ /// i3O <br />(°o a,J v ��- LCO <br />`� 909 / A <br />/// 37 / . <br />A.r /// / <br />O / <br />Her \• of R 1 1 <br />D /. k, <br />�mtWv..{A!Yi ?►+Ii <br />417 'IMAM <br />AVAIKettrAlr <br />AMR SW _TA <br />Adriaremarmim <br />p. \1��7►ia�ii. <br />WETLANDS <br />Sag <br />DRAINAGE. URLRY h <br />CONSERVATION <br />EASEMENT <br />WETLAND BUFFER <br />7389 5OFT. <br />DRAINAGE 0RU1Y do <br />CONSERVATION <br />EASEMENT <br />WETLAND BUFFER <br />7385 SOFT. <br />MITIGATION <br />17186 SOFT. <br />0.38 <br />• <br />413 <br />RCYO <br />HMI-4892A <br />181.-09 <br />8151,1191.5 <br />��:�• \ \ (M ¢ ` <br />4684 50. <br />6E5 <br />OUTLOT B <br />RCM <br />X01-892.1 <br />WETLANDS <br />WETLANDS <br />WETLAND BUFFER <br />1158 05.F1'. <br />PAP WEIR <br />ELEV4891.3 <br />N ORCH <br />692 <br />'AN- <br />TON <br />1580 SF <br />568961' 1' FR ' MH <br />5 <br />1' GRANULAR SOILS <br />120' DRAINAGE 0111.115 <br />et CONSERVATION <br />EASEMENT <br />l 1� <br />:'��}Ic 1 - v�d/•q 1..0 <br />{"L1m `', 1 11111 I <br />°o \ u6 + i �.� i� /t ..Ba2 <br />692 \64R400o0\ vim` "4�900••� / I • <br />C}a�a 1\00 419 _ 5980�pj " A Loma <br />L7ND.13;a 0 3 <br />WETLANDS <br />1 I sots <br />i <br />/.arcs `ag2 <br />' -MGM <br />'es <br />-4 <br />WETLANDS <br />.1%831.'0311 I - <br />WETLANDS <br />LEGEND <br />998 E491150 CONTOUR <br />PROPOSED CONTOUR <br />PEHCENI OF GRADE <br />DRAINAGE ARROW <br />Ki ^- e� -•-^- EXISTING STORM SEWER <br /><9-18 PROPOSED STORM SEWER <br />- - • • - - • - ULM OF CONSTRUCTION <br />00000000000000 EROSION CONTROL SILT FENCE <br />1.0X <br />X 999.3 <br />( 038.3 <br />:4 <br />• • 0_9_4 Wai i i.: <br />932.0 <br />924,0 <br />wo <br />SE <br />588-1 <br />PROPOSED SPOT ELEVATION <br />ED511N0 SPOT ELEVATION <br />WEML10 ALTERATION <br />WETLAND MYTIGATION <br />WE9LN10 ENHANCEMENT <br />ROCK CONSTRUCTION ENTRANCE <br />HOUSE PAD WT1H <br />GRADE .IYA0065 <br />WALKOUT <br />SPLIT ENTRY <br />S08. BORING LOCATION <br />SOIL BORINGS <br />99912 <br />899.80 <br />895.27 <br />69951 <br />894.89 <br />898.43 <br />899.57 <br />EF Man <br />CREWS 06w SWF <br />WETLAND MmGATION <br />TYPICAL CROSS-SECTION <br />2. <br />3. <br />4. <br />2, <br />0 50 120 180 <br />SCALE IN FEET <br />WETLAND NOTES <br />TOTAL WEHAl10 ALTERATION - 18970 5.F. <br />TOTAL M0f104TON RE00. - 37940 S.F. <br />TOTAL WE11AN0 MMGATION - 19252 S.F. <br />PUBLIC VALE CREDIT (BUFFER) - 29288 S.F. <br />(.75 X 39051 S.F. - 29288 5.F.) <br />TOTAL WETLAND MmGATION - 38540 S.F. <br />EROSION CONTROL NOTES <br />ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES <br />SHALL BE INSTALLED PRIOR TO CONSTRUCTION. <br />THE CONTRACTOR SHALL CONSTRUCT TANNAGE BASINS PRIOR TO 51TE GRADING. <br />THE CONTRACTOR SHALL GRADE STYE 4,110 145161-1_ UYR01E5. <br />THE CONTRACTOR SHALL INSTAL CATCH BASIN EROSION CONTROL <br />MELNRI3. <br />5. WITHIN Iwo WEEKS OF SITE GRADING. ALL DISTURBED MEALS SHALL 8E <br />STABILCZED W011 SEED, SOO OR ROCK BASE SEEDING 5HAL BE IN <br />ACCORDANCE 141141 •61001' SPEC. 2575. SEED MIXTURE SHALL 8E /MOOT <br />MIXTURE 500. ALL MULCH SHALL BE TYPE 1 AID SHALL BE DISC <br />MONGREL). FERTILIZER 5%LML BE 10 -10-10 COMMERCIAL. GRADE <br />MEE'i160 THE REQUIREMENTS FOR MN00T 3881 410 SHALL BE APPUE9 <br />AT A RATE OF 200 /185. PER ACRE 500 SHALL MEET THE REQUIREMENTS <br />OF MOOT 3878. ALL AREAS TO BE 5000ED OR SEEDED SHAT. BE <br />COVERED WITH MINIMUM OF FOUR 199X65 OF TOPSOIL <br />5. AL EROSION CONTROL MEASURES SHALL BE I85TAIIED AND <br />MAINTAINED IN ACCORDANCE WITH GOY, WATERSHED D15TRIC1 910 <br />MINNESOTA POILUIWN CONTROL (WOES) PERMITS. <br />THE CONTRACTOR SHALL MAMAN ALL EROSION CONTROL MEASURES. <br />INCLUDING THE REMOVAL OF ACCUMULATED SILT IN FROM OF SILT <br />FENCES. DURING THE DURATION OF THE CONSTRUCTION. <br />8. ANY EXCESS SEDIMENT IN PROPOSED BASINS 5LNLL 90 RIDM0A4D BY THE <br />CONTRACTOR. <br />9. REMOVE AL EROSION CONTROL MEASURES AFTER VEGETATION IS <br />ESTABUSNEO. <br />10. THE CONTRACTOR 5HAUL. REMOVE ALL SOTS MO SEDIMENT TRACKED <br />ONTO EXISTING STREETS AN0 PAVED AREAS. <br />11. IF SLOWING OUST BECOMES A NUISANCE. THE CONTRACTOR SHALL <br />APPLY WATER FROM A TANK TRUCK TO AL CONSTRUCTION MEAS. <br />12. SWEEP ADJACENT STREET IN ACCORDANCE 15104 CRY REQUIREMENTS <br />Mixture 25A Modified (268) <br />Prairie Meadow & Streambanks <br />Common Ham. 001001001 Name X el M, <br />9aabm, 6i9 Andaam'n 9rmm 5.0 <br />Co* aramane Ammons mmMnf, 00.1 <br />Par. ,S..m pi6. imam 5 <br />Nw Daana aatr Haar nwvPa9ua. 0.6 <br />sS.. „tw M. mniama 0.6 <br />anima mi. 6.0 <br />9o,ta.M gram Catammfw6. minas • 0.2 <br />Meet/ Llrtrd•9 Dmm.dum cam.. 64 <br />Wheat gram. ,Omar Oym *. teallya 0 <br />a• -T.. Virginia Dymu. NgFia. 0.0 <br />9* ...d Fuataium perf'Matorn 0.2 <br />Manna gram. mod Cam. grad. 0.2 <br />Mama gam. 40.4 GFF.d6 ,1r da 0.3 <br />Eay .rMM.r Nine. hWantaM6 0.7 <br />Moe -flag ih .nminla-68 CO <br />M.adO. Mmim.lar Lk.. rawl.Raa 0.4 <br />Tao 6 zing., 6*6. p.45686 drys 0.• <br />Gat Mae 0000 Loci. e6hW110m 0.1 <br />Rya 9aµ annual W01 81690 10.0 <br />Ma d8 BO.ar NMndw fin• 0 6 <br />M.o. 69°m°` va <br />6.i. maw ;Madam vir.a0un 1.0 <br />9o.gre.. Rod Pm .069 40 <br />99 006 Soan'e Rua6ecY0 h0ta 0.6 <br />Gan 6dn. Slrpw amoime 0.3 <br />Wad gram Sdnaa. 1Wrim, 0. <br />G wd 2 <br />low -lm 9adraad Sal9aga mama.. 02 <br />Indian Pam Smya.fium SS <br />, <br />Cord, mai. sat dm pa4m6900 10 3.0 <br />Ma Verbena a rot 05 mmain <br />larm664 ed .fi rania btlalala 02 <br />02 loot 24.0 coma virgin. 1 0.1 <br />C . Amender, 21ma coma 0.4 <br />Tonal: 100.0 <br />Rats 30 Ito/aim (33 41/14*)._ <br />NM 00•d oQew� -110610 a and far mOand rat. bn. b M <br />0(I i lo <br />I•2t fi ow0000 .1 <br />Ma Se9Y m h 00.. «ry m m m eM •. m. m a m aM 4 . Pm�9r <br />6Nnn 13 M ,paam <br />a.m.. <br />CONTRACTOR MUST CONTACT ENGINEER'S WETLAND SPECIAUST PRIOR TO <br />BEGINNING CONSTRUCTION OF MITIGATION AREAS AT: (952) 546 -7801( <br />�v. <br />/DATE <br />REVISIONS <br />9r TENSION <br />2_12 -01 <br />4 -6 -01 <br />RF 1 PREUMINANY PLAN SUBMITTAL <br />RF I CITY It 'WATERSHED REVISIONS <br />5-7 -01 <br />OS <br />CRY REVISIONS <br />8 -13 -01 <br />RF <br />NEW SUBMITTAL <br />/1 NEAEHY S PRE THAT iTs PLO. NCER CATl01A OR ` SCHOELL & MADSON, INC` r OWNER /DEVELOPER <br />REPORT WAS PREPARED 9Y ALE DR VNICE MY 01ROFE <br />586866 6 0068 4011' WA A 0146 LICENSED 0F6SK1NAL ENGINEERS • SURVEYORS • PLANNING <br />ENGINEER UNDER THE LAWS OF THE STATE OF MVIER:PA <br />SOIL TESTING • ENVIRONMENTAL SERVICES <br />10590 WAYZATA 6. 418 5 SUITE 1 <br />MINNETONKA MN 55305 <br />(952) 546- 7801'" FAX 548 -9085 <br />REVLEwED 9V: OATE / WWW.R9Resllm0afi0n.c0m <br />v / I-: \ENG \;.1513 \(Jt)h \tie \PREGRA <br />DOUG STALK <br />DATE: <br />:G 00425Ci <br />NERITAGE DEVELOPMENT <br />422 EAST COUNTY ROAD D <br />ST PAUL, MN <br />651- 481 -0017 <br />DA : AUGUST 13 2001 <br />(.1 <br />Of I <br />a • <br />/ <br />vin <br />PROJECT NAME /SHEET TITLE <br />SADDLE CLUB ADDITION <br />LINO LAKES, MN <br />PRELIMINARY GRADING PLAN <br />S.M.I. PROJECT NO. 61513 -006 SHEET 4 OF 7 SHEETS <br />