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xg13`91)Q- <br />?NG_ _ <br />ossaf r'�1 <br />;aisc onAL1 <br />P""LT'7W/MNQOTAI <br />RI <br />LOT RAMGAOO1 (SEE DETAIL) <br />LEGEND <br />EXISTING SPOT ELEVATION <br />EXISTING CONTOURS <br />EXISTING STORM SEVER <br />EXISTING WETLANDS <br />PROPOSED EROSION CONTROL FENCE <br />PROPOSED SPOT ELEVATION <br />PROPOSED CONTOUR <br />PROPOSED STORM SEWER <br />OVERFLOW ELEVATION <br />ODT <br />A MAO <br />OSO <br />100 -YEAR FLOOOPLAIN FILL BELOW 892.1 <br />TOTAL FILL = 1,757 YD5 <br />100 -YEAR FLOODPLAIN MITIGATION <br />TOTAL MITIGATION= 1,782 YDS <br />612 ✓! ^Milli <br />J I <br />(N,89 4- J <br />68, <br />• <br />"o- <br />N <br />• <br />EMERGENCY <br />ELEV. =692.5 <br />PROTECT ORCHID <br />/ <br />31h4 >,,99°'5 <br />S. 6' 008 00342'1 <br />111.00114 NN) <br />MV.8TIO.0 (E) <br />184 <br />97.7 <br />T <br />MC-SUBSURFACE U RAE .5801 SHOWN ON THESE PLANS IS A UTILITY OUAUTY IEY£L D. THIS DUALITY (0451 WAS DETERMINED <br />//ACCORDING TD )JJP- ES OF 01A5CE 38 -02. TITLED 'STANDARD GUIDELINES FOR TINE COLLECTION AND DEPICTION OF EXISTING <br />/ 5UB5URFACj -1311 ETA' THE CONTRACTOR AND /09 SUBCOREACT0R5 SHALL EETERMINEJIE 00ACT LOCATION OF ALL'.E0151190 <br />/ UTIUTIE EF COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR NINNE50TA), THE CONTRACTOR <br />AND"OR CON RECTOR AGREE. 10 BE FULLY RESPONSIBLE FOR ANY AND ALL 0080004. 99103 MIGHT BE OCCASIONED BY HIS OR HER E <br />/XI TO EXAC1LY LOCATE AND PRESERVE ANY MO ALL UTRJTIES (UNDERGROUND AND OVERHEAD). <br />THE CONIRAC DR ENCOUNTERS ANY DRAIN TL£ WITHIN THE 5311. HE OR SHE SHALL NO0F1 THE ENGNEER WITH THE LOCATION, SIZE ADVERT ANI 11 <br />IF THE TILE LITE 5 ACTIVE NO ACTIVE DRAIN 11.0 SHALL BE BACXFILLED WITHOUT APPROVAL FROM THE PRO.0CT ENGINEER. <br />Y, Hoe- 1.511, - 11910241 ..�.... <br />1611 <br />1 <br />I 1 / <br />/ 1 / <br />/ I <br />/ <br />POND IPi/ INFJL ATION BAS 9 <br />807 =8910 / JE1 <br />h 0t111ET-� .5 . <br />TOP o M =893.0 <br />A AREA - 0.06 / <br />L j _ _ _ 4P (SEE MTNL� / <br />CO 6.111v <br />C DISSIPATER (9% 0E022 / <br />L,/ / <br />\ / <br />// / •/ <br />/ / <br />/ i "/ / <br />/ ' <br />� / <br />i / <br />/ <br />/ /.\ / X�j5 <br />/ / <br />/ ‘.1._ / / <br />f• /' // / <br />11F . / , -/ / <br />JR. <br />u <br />:134 <br />,WIR,s66/0ML (Q mNM <br />ALL, '/ <br />mai <br />SO <br />OLNOa POO <br />aAx <br />CAE. MIR 901881 a Gum ELY) <br />103 Lnw To caw To VI 00.5110 <br />r 9900 <br />10 1101197 DR) <br />UT :0x923110) <br />933110 <br />• 1F DON NOM OM .1300* MIT TWE WO TIE IS FOLLOW <br />IN E <br />SOW .11 <br />LO L1E <br />OR %CPT AS PE3MM 0T TIE SOLS MOM <br />•• 6MIDNS A WALM MAW no SOT Or., <br />TYPICAL BUILDING PAD <br />GRADING DETAIL <br />No 211E <br />M11L L M IOW SWARMOI BETON RE DRAM ROM NO INK SASSOOR <br />RECO 6 APR1601ATFLT i3 NR. OWES WII0 OOM01SE <br />2 RE om61AII01160 DM SMALL BE 9MtE® ARCM RE INTE <br />IOM OF WE 101 (5DE LOT LIE 10 1)05000141111(5 <br />a S0 NSEC921 (01 EA01 ON01L PAO SAIL AS A OHM TIE <br />_91M RE nu. 0611 Of 111E LOT (SCE 01 *0 18 SOT La LSO). <br />TN CORM LOTS 89 011115T0 FM CAM SNOW PAO SNAIL EE <br />GALL n Nn100011 SEC 9 DE 001. TO ADOO 8916 TO Li 6P63Inm <br />*001 DPW 1111112 <br />t 916 Qa11 PM VAT NE 155100 TOM SO KIT R 8211(188 TOW <br />TO DM AS 010101 M WPM RAIL CWTRAOOI TO 7W15IT <br />OMEN MR TO 0316010300 OF mOTMDC1101 9 REAM 116 ROLL <br />S 0 SRT1 SNAG W16 TO TIT mm858901 A LEO= 10IITR <br />MAR MAT .019 WSW WOW 111E NOW ONAMI OS MT <br />1091 10 01901 8(09, IF 118 00W57 MOOR AIM COY *IL 11105 <br />TE M 0012111E0 A W OS Vii M Ld 01 60 FEET RR 31017 TO HEM 805110 <br />11115001 FOR RAMO1Dt SOS E wA® 16001581 INNS NE WEIL <br />RENT 889 ten NOW RA)6 <br />IL 41 SIM 0132112, 0 TTY 0111 SOLE <br />C RO MOMS YA, WT O1P10 01101SE ROME° W PAM <br />SOU WM 9.R AM SINS OIa10Il <br />O ODER Say Rp01, 0022160.1019 OW. 01 MOT GM <br />FO1600O SOAK <br />618801 WIN 61011001 <br />1l 1NSNAe1 MATERIAL <br />111010933 O TC 0116 <br />1 <br />MING GAME <br />mvAnm 1WCNIN 100011 <br />100( / <br />PROPERTY 1➢NE <br />COONIACRY MEAL <br />AS M9NEDR 9s vom <br />DIRECTION 01 <br />SURFACE MANAGE <br />DENOTES BLUING PAO SURFACE <br />AREA 07 811191801 OWE <br />SUGGESTED GARAGE SIDE - <br />FINISHED ELEVATION. <br />AT LOT CORNER <br />CENTERLINE <br />NOTES- <br />4 <br />990 <br />990 <br />1906.01/� <br />WO <br />PROPOSED R ISNED CONTOUR <br />LOT MAI ER <br />DOSING CONTOUR <br />FINISHED ROOK EIEVAIIW <br />GARAGE ROM ELEVATION <br />8(000 EFa1ED HOUSE TYPE <br />BIAIIN)0 SEIBACA LONE <br />GROAN] 0.0841108 <br />(992.5 ) <br />TYPICAL LOT <br />NO SCALE <br />WHEN THE SITE GRADING CONSTRUCTION IS COMPLETED, <br />THE CONTRACTOR SHALL SEED AND MULCH THE 0)710911012 <br />AREAS BELOW THE NM.. BUT ABOVE THE. EXISTING WATER <br />LEVEL AS DIRECTED BY THE OWNER. THE SEEDING SHALL COMPLY <br />WITH MN/DOT SPECIFICATION 3878 WITH THE USE OF 101/001 MIXTURE <br />N0. 310 WITH WET FORD 221X AND APPUED AT A RATE OF 50 POUNDS <br />PER ACRE. THE SEEDED AREA SHALL BE MULCHED. THE MULCH SHALL <br />COMPLY WITH 80/001 SPECIFICATION 3982, TYPE 1. THE MULCH SHALL <br />BE APPUED AND ANCHORED IN ACCORDANCE WITH 88/000 SPECIFICATION <br />N0. 2575.3, F1_ MULCH SHALL BE APPLIED AT A RATE OF 2 TONS PER <br />ACRE THE MULCH SHALL BE ANCHORED WITH A DISC. CLOOBUSTER OR <br />OTHER APPROVED EQUIPMENT. <br />CATCH BASIN SEDIMENT FILTER INLET PROTECTION (5EE. DETAIL) SHALL BE <br />PLACED ON ALL CATCH BASIN INLETS DURING CONSTRUCTION UNTIL 'FINAL <br />STABILIZATION' HAS OCCURED UPSTREAM OF CATCH BA5M(5). ALL <br />ACCUMULATED SEDIME SHALL BE PROPERLY DISPOSED OF PRIOR TO <br />REMOVAL OF INLET •' OIECTION. <br />CONSTRUCT 2' 8101 BERM PATH <br />MAXIMUM 530E SLCPE OF h.1 <br />r 10 3' CRAWL <br />ROCK ENTRANCE DRIVE <br />NO SCALE <br />NOTE, <br />THE ROCK ENTRANCES 9111 BE INSTALLED <br />PRIOR TO THE START OF ANY 91E WORK <br />(15 ROCK ENTRANCES 91951 BE NSPECIEO <br />FOLLOWING EACH RAINFALL 901MIDNANCL OF <br />THE ROOK 0IRANCE5 DOLL INCLUDE A TOP <br />DRESSING OF 1$88 GRAVEL, 03 1010901 AND <br />9581800195RT O THE CRAWL AS NEEDED. 10 <br />KEEP THE ENIRANIE FREE FROM COLLECTED MUD. <br />RIGHT OF WAY <br />(00)950 £ GRADE <br />Im' 4 STATION <br />2".2' Rom P1819 <br />tE 01 <br />aEC101 <br />DRNM$ <br />111 =111= 41 =1 <br />RAMBLER (R) <br />9117 ENTRY LOOKOUT (3/LO) <br />WALKOUT (WO) <br />0.1ER 011E <br />(1111 -161116. T01M <br />IX APPROVED Eau) <br />1011 30' - RAE 36' <br />ABM GRADE <br />-- [DAMN. 6' . 6' 711101 <br />n 14117 111 <br />;- <br />SILT FENCE DETAIL <br />NO SCALE <br />0 <br />60 <br />M016TURNID SOL <br />120 <br />11•10WW1•10•M1ld0 <br />✓ <br />SCALE IN FEET <br />LLJ <br />1- W <br />W Z O <br />? <br />W <br />l/ Q <br />LLJ <br />==z_ <br />I- <br />PRELIMINARY GRADING & EROSION CONTROL <br />Lmu <br />m <br />CJ <br />'0 <br />131 6 <br />0 <br />CO <br />m <br />U <br />Q <br />5 <br />SHEET NUMBER <br />C.5.01 <br />REV <br />A <br />HERA FILE 1 15269 <br />