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896 <br />LEGEND <br />EXISTING SPOT ELEVATION <br />EXISTING CONTOURS <br />EXISTING STORM SEWER <br />EXISTING WETLANDS <br />PROPOSED SPOT ELEVATION <br />PROPOSED CONTOUR <br />PROPOSED STORM SEWER <br />KIS <br />960 <br />894 <br />77 <br />x99 <br />16 <br />MUM PAD <br />LVMN6 PAD <br />NO70 <br />FAME FLOOR MAIM (AS SINN M WAOIP RAO <br />COLON AWAEIO 94 MANN <br />0 wax <br />CO PATFO SlWS6sN 04FIRL <br />2 <br />TYPICAL BUILDING PAD <br />GRADING DETAIL <br />HO SCALE <br />1. THE RESIT SEPARAIXN 8ET9B31 THE GARAGE ROCA AND 110 BASEMENT <br />FLOOR 0 APPROMMAIELY XX FEET. UNLESS NOTED 0110RW15E <br />2. T1E DESIGNATED NOD DOWN SINS BE COMPIEIED ACROSS THE ENTIRE <br />WDTH OF THE LOT (SIDE LOT LNE 10 SEE LOT LNE) <br />3. SOL CCRREC1)0N FOR EACH BALM PAD SHALL AS A 41048611 BE <br />COm1ElE5 THE FLL1 WIDTH OF TO LOT (SDE LOT TINE TO SIDE LOT UNE). <br />OH CORNR LOTS. SO. CCRTECRON FOR EACH BUILDING PAD SNAIL IS <br />COURSED ALONG BOTH SIDES OF THE LOT, TO ALLOW HOME TO BE CONSTRUCTS) <br />ALONG ENTIRE MINTAGE <br />4. 5011E WRONG PADS MAY BE GREATER THAW 50 FEET N DEPTH (FROM FRONT <br />TO BACK) AS SHORT OH THE GRADS PLAN. CONTRACTOR TO CONTACT <br />ENGINEER PRIOR 11) CONMENCE0NT OF CONSTRUCTION TO REVIEW TIS RDL. <br />5. IF A SPLIT WALKOUT UNIT IS 10 BE CONSTRUCTED ON A LOOKOUT IWYT. NE <br />WIDER MAY WANT TD CCN5005 LOWERNG THE HOME ELEVATION 0.5 FEET <br />• THE FRONT H1O0 DOWN FOR 0004 LENT TINE SHALL BE AS FOLOW0 <br />WO 1.0 <br />SEWO .V <br />LD L0' <br />• OR SLOPE AS REQUIRED BY THE SOILS ENGNIOR. <br />"• REPRESENTS A SMALLER BLBDRND PAD SIRE (55'.55') <br />AV (DORSET ((D) <br />TAT 'man Ow) <br />C6Rm*TW 10 1.¢AVA1E su WATTNL <br />AS 1EUW6➢ 4• fiL5 D mIE01 <br />r NOTE, <br />2,5 <br />9 -893.0 <br />0.06 AC <br />BLOCK / <br />PROPERTY <br />LINE <br />DIRECTION OF <br />SURFACE <br />DRAINAGE <br />GARAGE FLOOR <br />ELEVATICN <br />LOW FLOOR <br />ELEVATION <br />SUGGESTED <br />GARAGE <br />LOCATION <br />FINISHED <br />GROUND <br />ELEVATION <br />AT LOT <br />CORNER <br />FIRM GRADE <br />PROPOSED 514)5HED <br />CONTOUR <br />LOT NUMBER <br />EXISTING CONTOUR <br />EXPOSED OPENING <br />ELEVARON <br />RECOMMENDED <br />HOUSE TSPE <br />FINISHED GROUND <br />ELEV. (ALSO GARAGE <br />FLOOR ELEV.) <br />BUILDING SETBACK <br />LIMIT <br />9925 <br />CENTEITUNE —�• <br />RIGHT OF WAY <br />FINISHED CENTERUNE GRADE <br />100' CENTER0NE STATION <br />TYPICAL SINGLE FAMILY <br />LOT GRADING DETAIL <br />FOR WALK -OUTS (WO). THE 'EXPOSED OPENING ELEVATION' IS THE SAME AS <br />THE LOW FLOOR ELEVATION (LEE) <br />WHEN THE SITE GRADING CONSTRUCTION IS COMPLETED, <br />THE CONTRACTOR SHALL SIDED 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 />047TH MN/DOT SPECIFICATION 3876 WITH THE USE OF MN/DOT MIXTURE <br />NO. 310 NTH WET FORE MIX AND APPUED AT A RATE OF 50 POUNDS <br />PER ACRE THE SEEDED AREA SHALL BE MULCHED. 1HE MULCH SHALL <br />COMPLY 16TH MN/DOT SPECIFICATION 3882, TYPE 1. THE MULCH SHALL <br />BE APPLIED AND ANCHORED IN ACCORDANCE WITH 518/DOT SPECIFICATION <br />NO. 2575.3. 01. MULCH SHALL BE APPUED AT A RATE OF 2 TONS PER <br />ACRE. THE MULCH SHALL BE ANCHORED WITH A DISC. CLODBUSTER OR <br />OTHER APPROVED EOUIPMENT. <br />CATCH BASIN SEDIMENT FILTER INLET PROTECTION (SEE DETAIL) SHALL BE <br />PLACED ON ALL CATCH BASIN INLETS DURING CONSTRUCTION UNTIL -FINAL <br />STAWIU2ATION• HAS OCCURED UPSTREAM OF CATCH BASIN(S). ALL <br />ACCUMULATED 5EDIM • 1 SHALL BE PROPERLY DISPOSED OF PRIOR TO <br />REMOVAL OF NILE - RESECTION. <br />WS) <br />O <br />CIINSTRUCT 2' HIGH BERM INS <br />MAXIMUM SIDE DOPE OF 4:I <br />( <br />0. -892.0 <br />Bw=891.0 <br />Tw -896.0 <br />Bww•8920 <br />THE ?Pt7850SRFA <br />ACCORDING TO <br />SUBSURFACE <br />UTIUDES BEFOR <br />AND /OR SUBCON <br />FAILURE TO EXA <br />sar---ww-wainiirralo—yt <br />Ott �� Iptc 3.71111,I�g e ' lilime-I U� �` <br />921 B .��IIlh�illl �� <br />I�L�E -Ja-x i �� <br />122• - _;- �'- /LI��11111!� �+�fi1is�, -�L*.� <br />INFORMATION SHOWN ON THESE PLANS IS A UTIUTY OUAUTY LEVEL D. THIS OUALITY LEVEL WAS DETERMINED <br />DEUNES OF CIIA5CE 38-02, TITLED 'STANDARD OIDEUNES FOR THE COLLECTION AND DEPICTION OF EXI51180 <br />TY SETA• THE �RRACTOR AND /OR SUBCCLI(ACTORS SHALL DEIEFMIMEjE EXACT LOCATION OF A1L 10STING <br />COMMENONG WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR <br />ACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER <br />Y LOCATE AND PRESERVE ANY AND ALL 01)411IE5 (UNDERGROUND AND OVERHEAD). <br />THE CONTRAC •- ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR 91E SHALL NOTIFY THE ENGINEER LOCATION, 512(. WADS AND <br />IF THE TILE UNE 5 ACTIVE. NO ACTIVE DRAIN TILE SHALL BE BACKFILLEI WITHOUT APPROVAL FROM THE PROJECT ENANEERA <br />EXISTING O TLAND <br />H111. =892/0 PER ROAD <br />x8878 <br />2• TO 3' ARAM <br />ROCK ENTRANCE DRIVE <br />NO SCALE <br />NOTE: <br />THE ROCK ENTRANCES SHALL BE INSTALLED <br />PFDOR TO THE START CF ANY SRE WORK <br />THE ROCK ENTRANCES SHALL BE INSPECTED <br />FOLORNG EACH RAINFALL MAIMTENANCE OF ENTRANCES SHALL INCUJDE A TOP <br />THE DRESSING OF NEW GRAV<1. OR REMOVAL AND <br />REPLACENENT OF THE GRAVEL AS NOTED, TO <br />KEEP THE ENTRANCE FREE FROM COlECTED MUD. <br />TR2 <br />AO' 55. <br />POSTS <br />9AOM18. WM atom ON <br />104 UNE MA1WN <br />RAMBLER (R) <br />5PUT ENTRY <br />WALKOUT (5(810) <br />LOOKOUT (L0) <br />WALKOUT (WO) <br />DI ECIIOTI OF <br />DRAINAGE <br />ESNs NKR <br />FLIER FABRIC <br />(MRAF1 -0IWRO MICE <br />OR APRONS EQUAL) <br />MI. 30• - MAX 36' <br />ARSE TRACE <br />AO(RLL 6• LI 6• 110901 <br />SILT FENCE DETAIL <br />NO SCALE <br />JUL 1 4 2006 <br />CIS•'OF LINO LAKES <br />60 120 <br />SC AI F IN FITT <br />O <br />To S <br />41 <br />(rte <br />a <br />8 <br />51 <br />II <br />15 <br />0 <br />SHEET NUMBER REV. <br />C.4.01 A <br />