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• <br />• <br />916 <br />914 <br />912 <br />910 <br />908 <br />906 <br />9D4 <br />A <br />r <br />ATTACHMENT 10 <br />J <br />I <br />; <br />Hum <br />1 15 <br />I <br />/ <br />// <br />i <br />r <br />1 <br />— ; — <br />GRAPHIC SCALE DT FEET <br />BENCHMARK <br />BRASS DISK IN SE. CORNER OF BRIDGE <br />ABUTMENT. <br />EL EV. =93208 <br />m <br />rn <br />9 <br />�N' <br />\ = \. / �J <br />,\ <br />_11-6r.."- . \,% \ / - -- ---1— <br />Eil—' I.�im ---d it�r�-- s�ll5lii- -- 1-`° <br />i -X11 IISII � I�lij 1 '�i1 11Si1 � 11 / \'\ \ N. <br />— "'II� <br />• \ \\ \ <br />\ �- \ <br />to <br />p <br />▪ \ -\ \ <br />\ `\\\ \ \ <br />\ `\ \ <br />\E <br />\\ <br />UPLAND AREA <br />EXISTING <br />WETLAND <br />WETLAND <br />MITIGATION <br />EXISTDJG <br />GRADE UNWlLAnNG <br />PROD <br />GRADE <br />10 <br />PI$NEER>e <br />nrl.am+r� wmeAMERS fAwtlmvttvs w9mCAmA,� <br />24225atmPimDri.e <br />Morino 1 -101914 P 1 MN 55770 <br />(451001-1914 cNm-0IWI <br />Coon Rapids Office <br />20 3D 40 50 60 70 BO <br />SECTION A -A <br />VEAIICAL SCALE HORIZONTAL SGIF <br />0 I 2 0 5 10 <br />VERTICAL EXAGGERATION <br />1:5 CITY REVISIONS <br />A <br />��il�®._ :-'— a'=r�-- <br />�irri --�: i�1sl�lli�ilr� Tit r:_� fir= .�IUI��' - =•:. <br />\11 i �J�IpNI"�1_ :fit: °•p•'1�1�.,�J�,,r�JlNjp.1 <br />��•� 1 11�� ���� _ ;�11n51� �� �Sllriio� <br />co <br />GRADING /EROSION CONTROL NOTES: <br />1. WHERE SCR. CORRECTIONS AID /OR FOILING OCCUR 94711IN THE SIN11 <br />RIGHT -OF -WAY. TIE BACKFILL MATERIAL SHALL BE COMPACTED TO 950. OF TIE <br />STANDARD MOISTURE DENSITY RE1AT1ON94P OF SOBS (AST)) D- 099 -70) EXCEPT <br />THE TOP THREE FELT (3) or THE BACX-FULL WHICH SHALL BE COMPACTED TO <br />1005 DENSITY. AN INDEPENDENT 11=11NG FIRM SHALL TEST THE STREET SECTION <br />94 FILL AREAS AND PROVIDE 711E RESULTS OF THESE TESTS TO 1HE QTY, <br />DIGNEER AND Tiff OLDIE. <br />2. THE CONTRACTOR SHALL *STALL SILT FENCE PRIOR TD COMMENCING GRADING <br />ACTIVITIES AND SHALL MAINTAIN SAID FENCE FOR TIE DURATION OF <br />CONSTRUCTION ACTIVITIS <br />3. THE CONTRACTOR SHALL LIMIT HIS ACTMTES 11) 11E GRADING LAOS SHOWN <br />ON 111E GRADING PLAN. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH THE <br />LOCAL ORDINANCE <br />4. THE C'ON1RACIOR SHALL INSTALL SNOW FENCE AS DIRECTED BY THE <br />ENGINES; TO PROTECT TREE ROOTS <br />5. 111E CONTRACTOR SHALL SCHEDULE HS OPERATIONS TO MINIMIZE 1HE <br />O510)505D AREA AT ANY OVEN 1144E <br />B. AU. DISTURBED NON - STREET AREAS SHALL BE RESTORED N111 A MINIMUM OF <br />4' TOP SOIL AND SEED OR 5O7 AS OIRECIED BY THE ENGINEER WITHIN 72 <br />HOURS OF COMPLETION OF THE GRADING ACITVIT' N THAT PEX0CULAR AREA <br />A ALL SEED SOU. MULCH AND FERTILIZER SHALL CONFORM NTH TFE <br />FOLLOWING MN/DOT SPEC&ICADONS. AS MODIFIED BELOW. <br />GEE <br />sop <br />situatcrros <br />FETRT 1.DISC ANCHORED) <br />GENERAL. PLACD4ENT <br />ZEGIEIGAMILIASEES <br />2575 <br />B. SOD SHALL 90 PLAN BETHIND CURB NMEAOA1ELY FOLLOWING THE <br />BACORWWNG UNDER QTY STREET AND UTLJTY PROJECT. <br />C. THE SAD MIXTURE SHALL CONSIST OF A NN/DOT TYPE 500 UNLESS <br />NOTED ELSEIWEIE ON INS PLAN. <br />7. FOLLOWING anut) CONSTRUCTION, THE DEVELOPER SHALL CLEAN TIE <br />S MOONS ON AN ONGOING BASS AS REWIRED BY 1110 CITY. <br />9. '.0011CAL GRADING TELERAN= SHALL BE WHIN 0.2 FEET OF THE QTY <br />APPROVED GRADING PLAN. <br />9. PROPOSED SPOT ELEVATIONS ARE TtF OF CURB UNLESS NOTED 07HERN50. <br />10. ND mom OF SANDY SOILS IN IN1IL1RATdN AREAS <br />0 <br />N <br />SILT FENCE <br />• <br />i <br />— WETLAND BUFFLK AREA =2,700 S.F. <br />(SEED BUFFER WITH BWSR -U8 <br />SEED MIX) <br />971 <br />• <br />WETLAND MITIGATION <br />AREA = 12,862 S.F. - <br />SEE CROSS SECTION <br />(SEED MIX BWSR -W5 <br />SEED MIX) <br />RECE ED <br />JUL 1 0 2007 <br />CITY OF UNO <br />701 RNA M NW. <br />Cem7lodI P55733 <br />P03) 7®-19® FCTD -1® <br />IMImby amity the NAL Nm as Ammo, 19 <br />cruder no Woo mE01N1 N� <br />am only lae�PrNemmd lbp= <br />9W <br />=kr ho Lmtofth:SmeraM 6 Reg. NA. 19.504 Doc 57!57 <br />Niemen <br />7/1057 <br />Doc 5,355 <br />DmFON DAS <br />Dom LAO. <br />PRELIMINARY GRADING & <br />EROSION CONTROL PLAN <br />AZURE PROPERTIES <br />P.O. BOX 17930 <br />ST. PAUL, ° OTA55117 <br />MAIN STREET VILLAGE <br />LI ND LAKES, MINNESOTA <br />10 OF 15 <br />1 � <br />