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8' <br />896 <br />MIPPIni,Ralliiiiiiii .,,Fiajwir <br />gr <br />Ia°� 1 <br />Iv di <br />i ?Mt 61 , 1 <br />1 IlE`� �•■ IIC& �=• 11 MO <br />AVE" <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 />094 <br />892 \ j / <br />1,893.0 <br />8,8920 <br />31104 x10) 6 <br />(,), <br />rd'%.,..#7 <br />VtirOAP <br />NOV of <br />i*/*/ <br />tofV <br />�4 <br />IMO <br />1 MIA <br />aED <br />BRAG PAD <br />48 MIA% <br />TYPICAL BUILDING PAD <br />GRADING DETAIL <br />ND SCALE <br />4101E L TAE MDR SEPARATION BENEEN TIE GARAGE R. MD TIE BASBENT <br />FLOOR 8 A PRONMATELY IRS FEET, IMAMS ACTED 090804 E <br />2. Tie DETONATED HOLD DONI SHALL 8E COMM ACROSS THE ENTRE <br />ITEM OF TE LOT (SIDE EDT UlE TO SIDE LDT OE). <br />1 SOIL CORRECTOR FAR EACH THRONG PAD SHALL AS A MUM E <br />CORLEI1 THE FULL RD1N A ILE LD1(9E LOT ERE ID SIDE LDT <br />EN CORNY L015, SOL CONECIIW FOR EACH RUM PAD 91ALL E <br />COMPLETED ALONG BOTH SUES OF THE ADE ID AVOW HONE ID E 00151) <br />ALONG ENTIRE FWONMRE <br />GRACE IOW BLVAWW (*5998 CO WNW RAN) <br />OIiRAGNR A WNW 10 Ms BEVAWW <br />C 1854 <br />owowx owe <br />AIFACWD MUMMA. MOERI <br />4. SOME BLIIDR11 PADS MATE (TEARER 1NM1 50 FEET N DEPMN (FROM FTOR <br />70 BACK) AS SHORN ON THE GRADING PLAN. CON1RACI0R TO CONTACT <br />DIRER PRIOR 70 COWQ)OIQR CF CGISIMJCR0N TO RENEW TES DFM. <br />S E A TAUT WALKOUT TINT IS 10 E CMASTR IC00 ON A LOOKOUT TWIT THE <br />BIRDER MAY WANT 10 COMER LDWQdNO TM NONE ELEVATION 0.5 FEET <br />THE FRONT HOD DOW FOR EACH INT 118E SHALL E AS FOLLOW <br />TO T.0 <br />ZOO ME <br />ID 4.0' <br />OR 408E AS E10181 BY TIE SOILS ENGNffD1 <br />REPIE0015 A 91A0LE11 MUTING G PAD S E (SS.5S) <br />AO IARM TIN <br />IDS MOON WD) <br />WMW/L4O110 SSAVAT a WOK <br />AS BLIMP Bx 483 OWNED <br />81.00( <br />PROPERTY <br />UNE <br />DRECTON OF <br />SURFACE <br />DRAINAGE <br />GARAGE FLOOR <br />ELEVATOR <br />LOW FLOOR <br />ELEVATION <br />LLIL <br />2.5 <br />-893.0 <br />0.06 AC <br />X8890 <br />Kegs: <br />FOR WALK -OUTS (1,10), THE 'EXPOSED OPENING ELEVATION' 15 THE SAME AS <br />THE LOW FLOOR ELEVATION (LEE) <br />wHEN THE SITE GRADING CONSTRUCTION i5 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 />87TH LIN/DOT SPECIFICATION 3876 WITH THE USE OF 9N/DOT MIXTURE <br />NO. 310 WITH WET FORE MIX AND APPUED AT A RATE OF 50 POUNDS <br />PER ACRE THE SEEDED AREA SHALL BE MULCHED. THE MULCH SHALL <br />COMPLY 18TH 1.19/00T SPECIFICATION 3882, TYPE 1. THE MULCH SHALL <br />BE APPLIED AND ANCHORED IN ACCORDANCE WITH 1.1N/DOT SPECIFICATION <br />NO. 2575.3. Ft. MULCH SHALL BE APPLIED AT A RATE OF 2 IONS PER <br />ACRE THE MULCH SHALL BE ANCHORED WITH A DISC. CLODBU5TER 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 />ACCUMULATED 0141 SHALL BE UPSTREAM OPERLY DISPOSED OFF BASIN(S). 9FjJ 1 PRIOR TO <br />REMOVAL OF INLE.74 R01ECTON. <br />SUGGESTED <br />GARAGE <br />LOCATION <br />FINISHED <br />GROUND <br />ELEVATION <br />AT LOT <br />CORNER <br />PROPOSED RNI5HED <br />CONTOUR <br />LOT NUMBER <br />EXISTING CONTOUR <br />EXPOSED OPEJNIN0 <br />ELEVATION <br />RECOMMENDED <br />HOUSE 118E <br />FINISHED GROUND <br />EI.EV. (ALSO GARAGE <br />FLOOR MEV.) <br />BUILDING SETBACK <br />LIMIT <br />992.5 <br />RIGHT OF WAY <br />FINISHED CENIFRI8IE GRADE <br />CENTERLINE <br />100' CEN1ERUNE STATION <br />TYPICAL SINGLE FAMILY <br />LOT GRADING DETAIL <br />0041578901 2' HIGI BERG MR <br />MAMMUM SIDE SLOPE O 4:1 <br />WOOL WM WAND W <br />O61MlE ROOM <br />DEMO WADE <br />RAMBLER (R) <br />SPLIT ENTRY <br />WALXOFF (5ET0) <br />LOOKOUT (10) <br />WALKOUT (WO) <br />1,892.0 <br />ww891.0 <br />1,896.0 <br />8,8920 <br />t'ar►' ='r. ���� �n1u11;�'� <br />�� • �I �I GFE -909.6 Nil €I�FFE =98.6 I�'��' ��'a' �0.. 1 <br />�`�7111�II�3•7pIU��� 9111111l��IIU. � <br />THE SuesR804.. 1111 TOWN ON THESE PLANS IS A U71UTY CUALITY LEVEL D THIS OUMJTY LEVEL WAS DETERMINED <br />ACCORDING TO <br />SUBSURFACE ND COSTING <br />DEUNES OF 0IASCE 30-02. TITLED 'STANDARD (ARDELNES FOR THE COLLECTION AND DEPICTION OF STING <br />�' BATA' 1EI0 �ITRA:TOR AND /OR SUBC0*IJACTORS SHALL DEIERMINE LTE EXACT LOCATION O ALL XISlING <br />UTIUT1ES BEFORR COMMENCING WORK. BY CONTACTING 141E NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). 190 CONTRACTOR <br />680/08 SUBCON ACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT E OCCASIONED BY MS OR HER <br />FAILURE 70 EXA. Y LOCATE AND PRESERVE ANY AND ALL 91UTIE5 (UNDERGROUND AND OVERHEAD) <br />ENCOUNTERS ANY DRAIN TILE WITHIN THE 915 HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE INVERT AND <br />ACTIVE NO ACTIVE DRAM TILE SHALL BE BACKFILLED WITHOUT APPROVAI FRW. Is, Don In-. ru....rro <br />LEL <br />LXIL <br />2 70 3 GRAVEL <br />EXISTING *rum) <br />HV.0 892LO PER RCM) <br />mIL <br />IF THE CONTRA <br />IF THE TIE UN <br />AL <br />1O4 <br />thH <br />ROCK ENTRANCE DRIVE <br />NO SCALE <br />NOTE <br />THE ROCK ENTRANCES SHALL E INSTALLED <br />PRIOR TO THE START OF NIT SRE WORK <br />THE ROCK ENTRANCES SHALL BE INSPECTED <br />FTAIOW80 EACH RN10ALL MAINTENANCE OF <br />THE Roo( ENTRANCES SHALL 810)30E A TOP <br />DRESSING O NEW GRAVEL, 0R REMOVAL AND <br />REPLACEMENT A T1E GRAVEL AS NEEDED, 70 <br />KEEP DE ENTRANCE FREE FROM COLLEC1ED MID. <br />SILT FENCE DETAIL <br />NO SCARF <br />JUL 1 4 2006 <br />60 120 <br />Z <br />w <br />$ z <br />W Z 0 o <br />U <br />w <br />W<o <br />L °z <br />F=— JZz <br />0 <br />0 <br />CO <br />CO <br />C <br />0 <br />9 <br />40 <br />0 <br />0 <br />CO <br />CO <br />m <br />Tj <br />CO <br />CO <br />O <br />Date: 4/10/06 License i 21816 <br />A <br />8 <br />03 <br />8 <br />s <br />a <br />SHEET NUMBER I REV. <br />r' A n-t I A <br />