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r <br />TOW = 921.00 <br />TOW = 921.00 <br />BOW = 919.00 <br />OW =921.00 <br />W = 919.30 <br />GRADING & EROSION CONTROL NOTES: <br />W = 919.80 <br />• <br />II `, <br />SILT FENCE <br />TYPO <br />/h <br />I <br />I <br />i <br />wl <br />FES -2 WY <br />RASH GUARD <br />INN =913.7 <br />ROCK <br />CONSTRUCT! <br />EN <br />85 LF- 18F':. <br />0 10 <br />FES -3 / <br />TRASH GUA10 <br />INV= 912.99990 <br />PROPOSED <br />2-STORY 'KM -‘ <br />FFE= 918.00 �L <br />- -914" - <br />9f . -� -- <br />1".71 UPLAND- BUFFER - PUBLIC VALUE CREDIT (PVC) <br />F771 WETLAND ALL AREA <br />WETLAND CUT AREA <br />TOTAL WETLAND FILL AREA = 12.384 S0. FT. <br />TOTAL WETLAND CUT AREA = 3,573 <br />/DRAIN CE <br />EASEMENT <br />FOR BASIN <br />POND OUTLET / - <br />�r- ELEV.= 913.50 / <br />8,249 SQ. FT. ALL <br />FES -1 <br />IFN= 910.85 / <br />/ <br />64 LF -24' RCP / / <br />O 0.30% / <br />2. wwet coma o 11oa.a sm. * raw ,mr ::w son we m.,. <br />1 OM SO w... rof1100 m 1Ml 060 OF 12x1 OA 00.1 <br />11.110 OM •1010100, e• MOO 04 <br />*IMMO DCWi WOW= OOI P hair WOO 01x emrwC <br />1. CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE CALL' WITHIN TWO <br />WORKING DAYS PRIOR TO EXCAVATION /CONSTRUCTION, FOR U11UIY LOCATIONS. <br />TWIN CITIES METRO AREA 454 -0002 OR TOLL-FREE: 1 -800- 252 -1166. <br />2. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF <br />EXISTING UTILITIES ANO TOPOGRAPHIC FEATURES PRIOR TO START OF SITE <br />GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER <br />OF ANY DISCREPANCIES OR VARIATIONS. <br />3. CONTRACTOR SHAD. INSTALL ALL EROSION CONTROL MEASURES PRIOR TO <br />COMMENCEMENT OF GRADING OPERATIONS AND MAINTAIN UNTIL ALL AREAS <br />ALTERED ON THE SITE HAVE BEEN RESTORED. <br />a <br />tO <br />02010 <br />co 0d <br />T m X <br />.002 <br />LL -CO <br />N 0 r <br />(00 <br />CV <br />4. SUITABLE GRADING MATERIAL SHALL CONSIST OF ALL SOIL ENCOUNTERED ON <br />THE SITE WITH EXCEPTION OF TOPSOIL, DEBRIS. ORGANIC MATERIAL AND OTHER <br />UNSTABLE MATERIAL STOCKPILE TOPSOIL AND GRANULAR FILL AT LOCATIONS <br />DIRECTED BY CONTRACTOR. <br />5. SUBGRADE EXCAVATION SWILL BE BACKFILLED IMMEDIATELY AFTER <br />EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE <br />OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO <br />EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO <br />AVOID UNDERMINING OF THE EXISTING PAVEMENT. <br />6. CONTRACTOR SHALT. PUCE EROSION CONTROL FENCE AROUND ALL CATCH <br />BASINS. REESTABLISH TURF AS SOON AFTER GRADING, AS CONDITIONS PERMIT, <br />WITH SOD OR SEEDING AND STRAW MULCH, DISK ANCHORED. <br />7. CONSTRUCTION ENTRANCES SHALL BE SURFACED WITH CRUSHED ROCK <br />ACROSS FULL WIDTH, FROM ENTRANCE POINT TO FIFTY FEET WITHIN <br />CONSTRUCTION ZONE REFER TO ROCK CONSTRUCTION ENTRANCE DETAIL FOR <br />INSTALLATION PROCEDURES <br />A.M W OCi2COO Inc.. <br />ave. 1809RR=e81 <br />LANDSC.P8 .BCII200TIJRi <br />IINIIBONozNT9L 9IBYIC{B <br />URBAN PLANNING <br />CONSTRUCTION 00321000 <br />St ISsas.W ia uaw4 loo <br />Tat .00 -11.11 -11'/32 <br />21- 11511 -011 <br />.e.n l.r.. -- Ion... <br />8. CONTRACTOR SHALL PROVIDE (4- MIN. DEPTH COMPACTED) TOPSOIL TO ALL <br />AREAS TO BE SODDED 012 SEEDED. <br />9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL <br />CONTROL ONCE THE AUGMENT HAS BEEN ESTABLISHED IN THE FIELD BY THE <br />ENGINEER. <br />10. CONTRACTOR 514ALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED <br />STORM SEWER ALIGNMENTS. <br />11. ALL CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED <br />0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15 FEET. RIM <br />ELEVATIONS SHOWN ON THE PLANS REFLECT SUMPED ELEVATIONS. <br />12. ALL EXCESS MATERIAL, BTUMINOUS SURFACING, CONCRETE ITEMS. ANY <br />ABANDONED UT1UIY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME <br />THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE <br />CONSTRUCTION SITE <br />13. COMPLETION OF SITE GRADING OPERATIONS SHALL RESULT IN ALL AREAS <br />BEING GRADED TO 'PLAN SUBGRADE ELEVATION'. BUILDING PAD AREAS SHALL BE <br />DETERMINED BY REFERRING TO THE ARCHITECTURAL DRAWINGS. THE PARKING <br />LOT AND DRIVEWAY AREAS SHALL BE DETERMINED BY REFERRING TO THE SITE <br />PLAN AND PAVEMENT SECTION DETAILS FOR LOCATION AND LIMITS OF <br />BITUMINOUS PAVEMENT SECTIONS. <br />80W = 913.00 <br />On <br />010••r••■••• <br />halldwadj <br />I. N▪ i▪ si ▪ i[e xw MOwe nt NO. Or ••• own cr wag leo <br />�::S0 1o0 W .N. <br />la ▪ Woo ono • .. t000n 10 <br />Y( 0 Ww(NA 10 (Ammo w •1204 <br />• 100100010011•1• VIA *Ma <br />. RIO reOM ICf OWO.••PO Ys <br />14. REFER TO SITE PLAN FOR MOST CURRENT HORIZONTAL DIMENSIONS AND <br />SITE LAYOUT. <br />15. REFER TO UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE <br />LAYOUT AND ELEVATIONS AND CASTING AND STRUCTURE SCHEDULE. <br />16. ALL SPOT ELEVATIONS ARE TO TOP OF PAVEMENT OR GUTTER UNE, <br />UNLESS NOTED OTHERWISE. <br />C MUNITY CHURC <br />17. DETENTION POND SHALL BE CONSTRUCTED PRIOR TO GRADING OPERATIONS <br />ON 11-10 SITE. <br />LAKE AMELIA <br />CENTERVILLE ROA <br />LINO LAKES, MN <br />• <br />'-510273 \Dd0 \e SE P7.DPG Wet! Dec Of f2 f1: 48 1999 IJSI WS ASSOCIATES. INC. 651 -659 -9732 <br />*oat ma <br />ma ow <br />oso MB Iowa <br />2' -0' <br />rm <br />. WOO OChe![om was • 10000 r Warty MO 00 W® <br />1•10111100 Mi 11/010.0 MI NO MS i l.10,11re..1 <br />.o• •••0c <br />Project No .• <br />Dote; <br />Drown By <br />Checked 8y <br />Revisions: <br />11/03/99 City Comments <br />22 20 k Plonn nr <br />12/01/99 Commision Comm <br />102 <br />10/18/ <br />BPV /J <br />Now. / 2110 <br />SOON MOO I01. <br />-- SOW OM ,111 m4 <br />[2000 mall .Ru <br />NOT FOR CONSTRUCTION <br />SCALE: 1"=60' <br />0' 60' <br />Sheol T9111: <br />PRELIMINARY <br />GRADING <br />PLAN <br />C2 <br />