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INCIDENTAL WETLAND <br />FILL BY COUNTY <br />ROAD PROJECT <br />MATCH DRIVE <br />ENTRANCE - <br />CONSTRUCTED BY <br />THE COUNTY <br />• <br />• <br />CURB <br />UTS <br />• <br />t• <br />1 <br />_��l�lJfCD <br />. CUTS <br />1so <br />\ 1V • <br />ha. <br />) <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />_INFILTRATION BASIN 4 <br />`• AREA =3,666 SF <br />`•e (SEE NOTE) <br />• <br />••• <br />• <br />• • <br />•• <br />• <br />\_ <br />• <br />15 so ao <br />GRAPHIC SCALE JN FEET <br />— WETLAND FILL /, <br />AREA =1,471 SF. / <br />/ , <br />�,_ / / <br />/ <br />MATH STREET <br />APPROX. LOCATION OF <br />CONSTRUCTION LIMITS FOR <br />COUNTY MAIN STREET <br />UPGRADE PROJECT - REFER <br />TO COUNTY PROJECT FOR <br />WETLAND IMPACT <br />• <br />/ <br />• !=r <br />• • <br />•— -- / / <br />• — - <br />L_ <br />• <br />• �_ _y76 <br />• <br />• <br />• <br />• <br />• <br />• <br />PRE <br />7 <br />WETLAND FILL <br />91r AREA =7,990 SF._ <br />4 yyE�gND BC'UND <br />S-CG Y\ <br />F.F. =92 <br />AND <br />• • • <br />I � <br />PISNEERengineering <br />CAPP-DaPalast 1_41,011.1.103115 <br />24=F prieDrile <br />Mmtlma10 , wag 55120 <br />(851)•1 Farb61 -9186 <br />Coon Rapids OSi= <br />\\. \ <br />e22 ' <br />) / / /\ , / I <br />/ J sz^ `I ' f <br />N B]B- <br />9i7 <br />• <br />• ` <br />EXISTING WETLAND \\ \\ � <br />DELINEATED BY �l 'L' • . }� <br />OTfiE S <br />`z\ <br />• <br />• <br />• <br />• . <br />•/ <br />• <br />• <br />• <br />• <br />`\ <br />• <br />• 1 <br />• <br />• <br />• `\ <br />• <br />•\ <br />INFILTRATION BASIN <br />AREA =1,506 SF <br />(SEE NOTE) <br />\ • <br />• <br />• <br />`\ •••_ <br />D / ` <br />1C -1011 BE0I?1 <br />\ \�7` 97 ---'" s- <br />N <br />O <br />�/ n 1 / `� \ 3c <br />z i7 / / � % ‘ ,- `,.q, <br />IVY <br />1 1 76 <br />9 <br />8 X975 <br />11 <br />I I \ \» <br />1 <br />` .O <br />a' o ` \"F <br />\ <br />Cj 4,4 \ <br />iDO� -9C \\ <br />WETLAND A Fje � \ <br />i <br />201 0590 A.emehw. <br />Coon p3 -0880 nan <br />P63)'/S3 -1860 F.710 -1663 <br />t anus play was prepared <br />, <br />® a 1'011'Licensed hefasim.lPeewee <br />wd 0c lest of Its SMeeo1 Afiwespx. <br />Marc <br />90 590 19561 Das 5/3/07 <br />1. 0TY AEI'6117ISi <br />' 6s <br />I Ate\ \ \-yN \ \N <br />N \.\ <br />pe mm <br />,110/07 <br />C\ <br />C POND 1 OD), <br />N.W.L= 910.000 �. <br />`b 100\ YR. H.W.L= 911.5 <br />H WL )910.12' <br />EDF/912.5 ' 0 \ \'i'••.••: <br />PRELIMINARY GRADING & <br />EROSION CONTROL PLAN <br />\ <br />■ <br />0 <br />G MEM A <br />11 <br />11 <br />i1 <br />v1n1 P. TIT <br />¢Ex <br />III"' <br />' II <br />GEGNIZOIr le <br />MENLO 110¢1.21 <br />1 +` LU <br />NOTE : -sU MI. DOLL fl 10 <br />rCOA 1206 TAPE IS <br />—eoc DOLL E PEA= ALONG ONTO= <br />SILT.= 1BC£ POSf <br />11 as imam or IMiEHI_ <br />SLT FENCE <br />2/10/01 <br />a& <br />SDI <br />•' <br />c1• <br />PAWED PD. <br />130;2: CONSTRUCT= ENTRAME <br />0/10/0 <br />a <br />ANDARD Rum{ <br />... <br />5.5 <br />BENCHMARK <br />BRASS DISK IN SE CORNER OF BRIDGE <br />ABUTMENT. <br />ELEV. =93206 <br />GALVAMIZED GRATE CSPLIT) <br />s'lu• <br />[PEN Sd <br />\ • MvL 910E <br />` \ \ - -- —j IE 900E <br />i - RECEIVED <br />E 9075 <br />vi]R SECTOR <br />1E 9092 <br />N <br />RIP RAP OVERFLOW <br />SWALE. 911.5 <br />AZURE PROPERTIES <br />P.Q. BOX 17E30 <br />ST. PAUL, MINNESOTA 551I7 <br />�ro>E��r� <br />OUTLET CONTROL STIR' UCT U1P RE N @lfET J U L 1 0 2007 <br />CITY OF LINO LAKES <br />MAIN STREET VILLAGE <br />LINO LAKES. MINNESOTA <br />OF 15 <br />