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6 <br />916 <br />914 <br />912 <br />910 <br />900 <br />906 <br />904 <br />L I <br />I <br />r' <br />• <br />N N (� N <br />. €\ <br />\ - -- <br />\ \ \ \ <br />UPLAND AREA <br />EXISTING <br />WETLAND <br />WETLAND <br />KT/GATE]N <br />EXISTI} <br />GRADE UNDULATING <br />BO TCIM <br />PRIED <br />GRADE <br />A <br />10 <br />PISNEERenee-tng <br />rno.n+tTINZEIS <br />2422 Swami= Ails <br />1.0. 351211 <br />(151)181 -1914 Tc.$14•10 <br />1.0ID11-6A®b 1.6m6an2.v5 147015.0[1.1.7201.6 <br />Coon Rapids Of5� <br />20 30 40 50 60 70 80 <br />201 65th A.ae RW. <br />Corn 70MS.A41 51713 <br />(783) 763 -1680 F¢713 -1® <br />SECTION A-A <br />i1hereby d¢ lilt plea wpm prgmed h' <br />me or muter mR dins rmm.wm m Ilm1 <br />®. EDIT l:®! Emhmmal Engine= <br />wow Om inn efts Snm of Ai»orsm <br />Name <br />VERTICAL SCALE HORIZONTAL SCALE <br />0 1 2 D 5 ID <br />VERTICAL EXAGGERATION <br />TS <br />A <br />` \ <br />11 1 11u ...— I�j � ►�� Fie <br />.. <br />.5171.ir2 <br />kY <br />�\ \ <br />\fie - <br />4,, \\ <br />/ <br />/ <br />/ CS / <br />\Pi / / <br />\ / \ / <br />` <br />9io / � /� <br />i <br />\`00 <br />GRADING /EROSION CONTROL NOTES: <br />5. *ERE sm. CORRECTIONS A10 /00 FI11NG OCCUR WITHIN THE lIIC1f <br />snort—OF—WAY, THE BAZSCFGl MATERIAL SHALL BE COMPACTED TD 9.55 OF THE <br />STANDARD MOISTURE DENSITY RELATIONSHIP CF SODS (ASIM D- 698 -70) EXCEPT <br />THE TOP THREE FEET Cr) OF THE BACK—FILL WHIM SHALL BE COMPACTED TO <br />IN FILL AREAS �T DE THE RESULTS OF TH 15 TEST THE THE 011. ON <br />ENGINEER AND THE OJETIT. <br />2 THE <br />ACIMT76SAND CSHALL HMAALKL A5LNL FF 60)5 PMR 1515 DURATION OFCMG GRMING <br />CONSTRUCTION ACTIVITIES. <br />ON THE GRADING PLAN. *1.L CONSTRUCTION N N ES 91�ALLroOMPPLLY WITH SHOWN <br />THE <br />LOCAL ORDINANCE. <br />4. THE CONTRACTOR 91ALL INSTALL 910(9 FENCE. AS DIRECTED BY 194E <br />ENGINEER, TO PROTECT TREE ROOM- <br />S. THE CONTRACTOR SHALL SO-EDULE 946 OPERATIONS TO MINIAHIM 111E <br />DISTURBED AREA AT ANY MIEN TINE. <br />6. ALL DISTURBED NON — STREET AREAS SHALL BE RESTORED WITH A MINIMUM OF <br />4- TOP SOD. AND S® OR SOD AS DIRECTED BY Tiff ENGINEER. WITHIN 72 <br />HOURS OF COMPLETION OF 1NE GRADING ACTWTY M THAT P0011CLAAR AREA. <br />A. ALL SEED. 500. 955.04 AND FERTILIZER SHALL CONFORM WITH THE <br />FOLLOWING MN/DDT SPECIFICATIONS. AS MODIFIED BE _OW`. <br />ITEM. <br />SOD <br />SEED <br />UUL <br />MULCHO Yrs 1.MSC ANCHORED) <br />FERTILIZER <br />GENERAL PLACEMENT <br />I;SA� 'ySWIESAT�DI EiiSN�3� <br />3878 <br />35/6 <br />3882 <br />3891 <br />2575 <br />B SOD SHALL BE PLACED BEHIND CURB 166)56 IATELY FOLLOWING THE <br />BACICFIUJNG UNDER CRY 5(Ntk.) AND UTILITY PROJECT. <br />G THE SEED MIXTURE SHALL CONSIST OF A 149/1307 TYPE 500 UNLESS <br />NOTED !ELSEWHERE ON THE PLAID <br />7. FOLLOWING 5!NU I CONSTRUCTION. ME DEVELOPER SHALL CLAN THE <br />5(654 15 ON AN ONGOING BASIS AS REQUIRED BY THE CITY. <br />8. VERTICAL GRADING TOLERANCE SHALL BE WITHIN 0.2 P002 OF THE 0T' <br />APPROVED GRADING PLAN - <br />9. PROPOSED SPOT ELEVATIONS ARE TOP OF CURB UNLESS NOTED OTHERWISE. <br />10. ND MINING OF SANDY SOILS IN INFILTRATION AREAS <br />0 <br />0 <br />SILT FENCE <br />• <br />• <br />• <br />i <br />r <br />9 <br />S5 <br />D 15 9D BD <br />GRAPHIC SCALE IN FAT <br />BENCHMARK <br />BRASS DISK IN SE. CORNER OF BRIDGE <br />ABUTMENT. <br />ELEV.-=93203 <br />- -� <br />\ /�` <br />9, <br />-- -__ 1 — WETLAND BUFFER AREA =2,700 S.F. <br />(SEED BUFFER WITH BWSR —U8 <br />SEED MIX) <br />\ <br />11 ' <br />91 <br />._1.. 1 1•••••N rei 1 7.41�•■•-•-•'rv'•• <br />kk\‘§&vgaW%N.6,7N• • <br />`WETLAND MITIGATION <br />AREA = 12,862 S.F. — <br />SEE CROSS SEC11ON <br />(SEED MIX BWSR —W5 <br />SEED MIX) <br />0 <br />J <br />RECD :yE© <br />JUL 1 0 2007 <br />CITY OF LINO <br />lag.lyn 19515 5/307 <br />1. CITY REVISIONS. <br />kevikows <br />L 3/50101 <br />1165 513107 <br />Imgolt TINS <br />Dm. IlA- <br />PRELIMINARY GRADING & <br />EROSION CONTROL PLAN <br />AZURE PROPERTIES <br />9.0. BOX I7930 <br />SL. PAUL. N0N945S0 'A 551I7 <br />MAIN STREET VP JAGE <br />LINO T 690.2 MINNESOTA <br />