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LEGEND <br />EXISTING SPOT ELEVATION <br />EXISTING CONTOURS <br />EXISTING STORM SEWER <br />EXISTING WETLANDS <br />PROPOSED EROSION CONTROL FENCE <br />PROPOSED SPOT ELEVATION <br />PROPOSED CONTOUR <br />PROPOSED STORM SEWER <br />OVERFLOW ELEVATION <br />100 -YEAR FLOODPLAIN FILL BELOW 892.1 <br />TOTAL FILL = 1.757 YDS <br />100 -YEAR FLOODPLAIN MITIGATION <br />TOTAL MITIGATION= 1,782 YDS <br />60 <br />BIxm.0G PAD <br />m <br />latS <br />g9 <br />GARAGE ROCK N£VAIIW (AS 911110 Ox OUAxG FUN) <br />CEMIND.C1UN TO GRADE TO 111 LEYANON <br />TOPS. <br />EXISTING POND (POND IP) <br />NONE =8920 <br />H001 893.0 <br />10 1001011 (0) <br />0' WALKOUT (NO) <br />rY <br />1019ED GRADE <br />E11V. 90•1 ON CRC. 1Lw1 <br />a VYA <br />OACK%L WIN OR0MC ON <br />UNSEAOE MATER. <br />WOW NNOETE OIN <br />EASING GRADE <br />CMPACIED SHALL.& BAP. <br />TrTw489 670.1 <br />U LB1A<894.DJ_ <br />X96 -OZ <br />-713.7.T03-01 <br />LBr89IP <br />CONTRACTOR TO E0CAV01E 501 NATERLM <br />AS RSQAf® Br SOUS DON. <br />THE FRONT NOD ONO RR EMI .7 ?WE SHALL BE AS NUNS <br />WD I 0 <br />gwD .o' <br />ON *OR AS NOUMD et 111E SOAS ENONEEP. <br />RPEIDOS • 909108 90,9x0 PAD SIZE (56<SS I <br />-ENT-g l <br />�Ur- -89201 <br />TYPICAL BUILDING PAD <br />GRADING DETAIL <br />NO SCNF <br />.5' CLEAR ROCK <br />(12' MN. DEPTH) <br />PONGEE WATER <br />w/ SEDIMENT <br />�i'W=896.01 <br />Y r L8Nr_ §9LOJ <br />gala <br />41-.7= � �r -89301 <br />lrwr894.01 <br />LBL=893 01 <br />33 HP <br />1Tw=896701 <br />NOTE. 1 TE ReCHT SEPARA. BET.. TE GARAGE ROOK AND M 8.099111E <br />RODR IS W WNOWAIELT x A FEET, UWIIS NO. OR4RW2 Mr L NOLO DOW MULL BE COYIYEIED ACROSS TIE ENTRE <br />NOM 11TED 1101(90E LOT IRK TO sot LOT Ili). <br />Ler- -89201 <br />R�696A 1-- <br />�w -8920) <br />Tw= 893.0 -' <br />Bw =8925 _ <br />LB.= 89201 <br />EXISTING WETLAND 1Tti-- 89s-0� -- - - <br />OUI.ET 889.4 <br />HWL =8914 i <br />(` rTT 895.51, <br />LBW =8920) <br />\ rTw= 894.01( \ <br />Tw'f893A1 19 r8920)I <br />al_ 02-0J <br />,11.=-1131Y-947o -1 <br />N <br />L_ 8920) <br />LBW= 890_0) <br />3. "AR CON.. FOR EA01 WONG PAD 4111 AS A 0909010 BE <br />c0HEIm NE TEAL 9DM CF THE LOT (SIDE LOT UNE 10 SOE LOT 11E). <br />ON CM. LOTS. 50. CORiECT01 FOR EACH MOM PAD 4141 SE <br />OFlEIED ALONG 00111 SEINES CF TE LIT. TO ALLOW NONE TO BE CONSIRUCIED <br />ALONG ENTNE 1V.TAGE <br />•AE 0.018x1) PADS 901 BE OEA. MAN 50 FEET N WW1 (SEAR ERON1 <br />TO BAR) AS 90■1 ON DE CAVING PUN. CONTR..? TO CONTACT <br />ENC.. PRIM TO CWMENCE9ENT OF CONSTROTWN TO RENEW TIPS ITII. <br />F A 3GU1 0.01101E ONIT IS Tl BE CONSIRUC110 ON A LOMOU1 Uxit. THE <br />OMAN NAT W.0T TO CONSIDER LONERNG 111 NOTE ELEV.. OS FEET <br />ETON TE DE901 COAX. E TEE UBlWAY GRATENT ANT 010 WI ALLOW <br />DESIGN W.f. <br />-ft 86.01 <br />L8w�92 71 <br />)T.A=894T01 <br />9, <br />PL-- 019J <br />OUTLET STRUCTURE (ME OETNL) <br />rTr X93.01 -- _ <br />Pr-§92,9.1 <br />1T1r896.01- <br />LBr- -89201 <br />- <br />tTw- 89570 1- <br />LBlr- 894_0.1 <br />rTw= -895.0 <br />,L=- 894.PJ <br />$93 <br />LB ^OJ <br />POF� 1� <br />-.INFILTRATION BA <br />800 =891,0 <br />X•, OU11FT ■8925 <br />-� TOP OF BERM -893.0 <br />AREA O. <br />p�B.pAa(�D <br />_ _ 8961 <br />-AB_ 895 -1 <br />G L <br />Y DL59PAiER ( DIET <br />NOTES: <br />USE 0.5 FEET N LN oT OO RT FOV FRONT TO BEAR EI£'ATON <br />SEPARATION FOR RATER ONUS. IF POURED M.A. WALLS 3. USED. <br />vary EMR .PEI IN FURS. <br />OF 11 SI1PE. <br />C. nu STANDARDS EN AND . A iLP501. BEYIEM ON PADS. <br />BE.EW OL OCHER ARE MRS DA1 �. <br />D. iXEW sOAS IEPMi RECOMBIDAION N MORN Lt 0`AR SITING. <br />WHEN THE SITE GRADING CONSTRUCTION IS COMPLETED. <br />THE CONTRACTOR SHALL SEED AND MULCH THE MITIGATION <br />AREAS BELOW THE NWL. BUT ABOVE THE EXISTING WATER <br />LEVEL AS DIRECTED BY THE OWNER. THE SEEDING SHALL COMPLY <br />VATH MN /DOT SPECIFICATION 3876 WITH THE USE OF MN/DOT- MIXTURE <br />NO 310 WITH WET FORE MIX AND APPLIED AT A RATE OF 50 POUNDS <br />PER ACRE. THE SEEDED AREA SHALL BE MULCHED. THE MULCH SHALL <br />COMPLY WITH MN /DOT SPECIFICATION 3882. TYPE 1. THE MULCH SHALL <br />BE APPLIED AND ANCHORED IN ACCORDANCE WITH MN/DOT SPECIFICATION <br />N0. 2575.3. F1. MULCH SHALL BE APPUED AT A RATE OF 2 TONS PER <br />ACRE. THE MULCH SHALL BE ANCHORED WITH A DISC. CLOOBUSIER OR <br />OTHER APPROVED EQUIPMENT. <br />CATCH BASIN SEDIMENT FILTER INLET PROTECTION (SEE DETAIL) SHALL BE <br />PLACED ON ALL CATCH BASIN INLETS DURING CONSTRUCTION UNTIL "FINAL <br />STABILIZATION" HAS OCCURED UPSTREAM OF CATCH BASIN(S). ALL <br />ACCUMULATED 510161 5 SHALL BE PROPERLY DISPOSED OF PRIOR TO <br />REMOVAL OF INLET ' OTECTION. <br />G <br />CONSTRUCT 2' HIGH BERM WITH <br />MAXIMUM SLOE SLOPE CF 4:1 <br />TOWED WATER <br />ROCK AND WIRE MESH STORM <br />SEWER INLET SEDIMENT FILTER <br />NO SCALE REV 7 -05 <br />898 <br />898.39. O <br />-715'96- <br />rT . 6 -01v' <br />LBw =89201 <br />GFEs900.6 <br />APPROXIMATE SHALLOW <br />MARSH RESTORATION <br />AREA (DESIGN BY <br />OTHERS) <br />7 TO 3' GRAVEL <br />41 1021E'0.1BS8RFA <br />/ACCORDING TO <br />/ SUBSURFA <br />/ U1ILT5S'BEF <br />/ AND/ <br />/ TO EXA <br />THE CONTRAC <br />IF THE TILE UNE <br />A11ON SHOWN ON THESE PLANS IS A UTILITY OUAUTY LEVEL D. THIS OUAUTY LEVEL WAS DETERMINED <br />NE5 OF 0155CE 38 -02, 01LED "STANDARD OUIDEIUNES FOR THE COLLECTION AND DEPICTION OF EXISTING <br />TA." THE l;lp TRACTOR AND /OR SUBCONNACTORS SHALL DEIERMINEILE EXACT LOCATION OF 001 $STING <br />CLA10ENONG KIRK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE 0141 FOR MINNESOTA). THE CONTRACTOR <br />ACTOR AGREE TO BE FULLY RESP0N98LE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS 012 HER it <br />Y LOCATE AND PRESERVE ANY AND ALL UTIUTIES (UNDERGROUND AND OVERHEAD). )I <br />ENCOUNTERS ANY DRAIN TILE WHIN THE SITE HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION. 02E INVERT AN <br />S ACTIVE. 110 ACTIVE DRAIN TILE SHALL BE BMEFlL1ED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. <br />ROCK ENTRANCE DRIVE <br />NO SCALE <br />NOTE: <br />THE ROCK ENTRANCES SHALL BE INSTALLED <br />PRIOR TO THE START OF ANY STE WORK <br />THE ROCK ENTRANCES SHALL BE INSPECTED <br />FOLLOWING EACH RAINFALL. MAINTENANCE OF <br />THE ROC( ENTRANCES SHALL INCLUDE A RIP <br />DRESSING OF NEW GRAVEL. OR REMOVAL AND <br />REPLACEMENT OF THE GRAVEL AS 900110D. TO <br />KEEP THE ENTRANCE FREE FROM COLLECTED MUD. <br />2• . 2' MOO POSTS <br />0' 0C. <br />DIRECTION OF <br />MANAGE <br />RE ME91 (1 /2" <br />OPENNG) <br />FILTER FABRIC <br />(AWRAR -ENWRO FENCE <br />OR APPROVED EQUAL) <br />MN. 30' - MAX. 36' <br />ADDLE GRADE <br />SILT FENCE DETAIL <br />NO SCALE <br />0 <br />60 <br />FILL 6' . 6' TRENCH <br />SRWCED 5OE <br />SCALE IN FEET <br />120 <br />Apr i.,Opm - U4N , <br />KOEGtt\ Nn5. n9\ a. a\ fNflNfERM : \MTV!umavr \,s>AN_ns_eresr.xr. n.. <br />CC <br />(1) <br />w <br />w <br />0 <br />w <br />F"- <br />1 <br />0 <br />1- <br />z <br />Z <br />0 <br />U <br />SHEET NUMBER <br />C.5.01 <br />REV. <br />MFRA FILE / 15269 <br />