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GRADING NOTES: <br />I. CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE CALL' WITHIN TWO WORKING <br />GAYS PRIOR TO EXCAVATION/ CONSTRUCTION, FOR UTILITY LOCATIONS. TWIN <br />CITIES METRO AREA 651- 454 -0002 OR TOLL -FREE: 1- 800 - 252 -1166. <br />2. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF <br />EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO START OF SITE <br />GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT <br />ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. <br />3. SUITABLE GRADING MATERIAL SHALL CONSIST OF ALL SOIL ENCOUNTERED ON <br />THE SITE WITH EXCEPTION OF TOPSOIL. DEBRIS. ORGANIC MATERIAL AND <br />OTHER UNSTABLE MATERIAL. STOCKPILE TOPSOIL AND GRANULAR FILL AT <br />LOCATIONS DIRECTED BY CONTRACTOR. <br />4. SUBGRADE EXCAVATION SHALL BE BACKFILLEO IMMEDIATELY AFTER EXCAVATION <br />TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR <br />STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO <br />EXISTING PAVEMENT. THE EXCAVATION SHALL BE BACKFIU.ED PROMPTLY TO <br />AVOID UNDERMINING OF THE EXISTING PAVEMENT. <br />5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL <br />CONTROL. <br />6. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED <br />STORM SEWER ALIGNMENTS. <br />7. GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TO <br />SUBGRADE ELEVATION, LEAVE STREET READY FOR SUBBASE. <br />8. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY <br />ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME <br />THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OFF THE <br />CONSTRUCTION SITE. <br />9. COMPLETION OF 512E GRADING OPERATIONS SHALL RESULT IN ALL AREAS BEING <br />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 />10. REFER TO THE ARCHITECT'S SITE PLAN FOR MOST CURRENT HORIZONTAL <br />DIMENSIONS AND SITE LAYOUT. <br />11. REFER TO UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE <br />LAYOUT AND ELEVATIONS AND CASTING AND STRUCTURE SCHEDULE. <br />12. THE MINIMUM GRADED SLOPE FROM EDGE OF BUILDING SHALL BE 6 INCHES <br />IN 10 FEET. <br />13. FINISHED GROUND AND SOD ELEVATION ADJACENT TO BUILDING SHALL BE 6" <br />BELOW FLOOR ELEVATION. SLOPE GROUND AWAY FROM BUILDING A MINIMUM <br />OF 6" IN 10 FEET BEYOND 10 FEET REFER TO PLAN GRADES. <br />14. CONTRACTOR IS RESPONSIBLE FOR GRADING AND SLOPING THE FINISHED <br />GROUND SURFACE TO PROVIDE SMOOTH & UNIFORM SLOPES. WHICH PROVIDE <br />POSITIVE DRAINAGE AWAY FROM BUILDINGS AND PREVENT PONDING IN LOWER <br />AREAS. CONTACT ARCHITECT 1F FIELD ADJUSTMENTS TO GRADING PLANS ARE <br />REQUIRED. <br />15. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION. PAVEMENTS AND CURB <br />AND GUTTER WITH SMOOTH UNIFORM SLOPES WHICH PROVIDE POSITIVE <br />DRAINAGE. CONTACT ARCHITECT IF FIELD ADJUSTMENTS ARE REQUIRED. <br />16. INSTALL A MINIMUM OF 4 INCHES CLASS 5 AGGREGATE BASE UNDER CURB <br />AND GUTTER. <br />LEGEND <br />DENOTES EXISTING CONTOUR <br />DENOTES PROPOSED CONTOUR <br />DENOTES <br />DENOTES <br />DENOTES <br />DENOTES <br />-ODD 0000000131} DENOTES <br />DENOTES <br />1.008 <br />a 910.5 <br />1 I <br />BOUNDARY LINE <br />EXISTING STORM SEWER <br />PROPOSED STORM SEWER <br />PROPOSED CURB TIPPED OUT <br />EROSION CONTROL SILT FENCE <br />PROPOSED ROCK CONSTRUCTION ENTRANCE <br />DENOTES PERCENT OF GRADE <br />DENOTES PROPOSED SPOT ELEVATION <br />DENOTES EXISTING BUILDING <br />DENOTES PROPOSED BUILDING <br />DENOTES EXISTING STORM MANHOLE /CB <br />DENOTES PROPOSED STORM MANHOLE /CB <br />DENOTES EXISTING BITUMINOUS <br />M <br />1SAWCUT EXISTING CURB <br />AND BLACKTOP. MATCH <br />ALL THICKNESS. GRADE. <br />TYPE OF MATERIAL <br />`A A3 <br />BENCHMARK <br />SPIKE W SOUTH FACE OF POWER POLE <br />ELEVATION- 909.69 (9.0.6.0. 1929) <br />N 89 °14'14" W <br />132.65 •, <br />LILAC $ REET `STATE TRUNK HIGHW Y NO. 491 ROCK 0 <br />CONSTRUCTION ,�•iii•eR'ws mwmam�µ <br />mmmm +mmmmmmmmm .. <br />ENTRANCE.,.. '61;;;:s. 06:67/ <br />I1 :• :•mm•oo <br />�� �!m!m�m5sl4•m� 1. _ � <br />17D0 Oo0a0o0ola00000000000000000o <br />911(64 <br />507.70 <br />B ¢1]1 COB h: iGUTT <br />ad <br />1•F01.86m6m2 <br />1!m!m!m!m!m!1 <br />4= <br />RE .GRADE. dTCF1 <br />AS. NECESSARY <br />TIPPED OUT <br />CURB <br />8 <br />/ <br />/ <br />EMERGENCY <br />RFLOW / <br />N <br />t :r <br />1filMH 1J <br />RW44906.20 0 <br />O <br />y O <br />07.0 <br />O <br />O fl. <br />O ; ' <br />0 4, <br />LV 0 L <br />Z 9A7.0 <br />O <br />9' CURB <br />O <br />1, O <br />O <br />O <br />Q <br />1� O <br />Q907.14/ <br />/ <br />O / <br />07.68 <br />O <br />0 <br />0 <br />0 <br />0 <br />0 <br />O <br />0 <br />06.95 <br />':CB 1 / <br />IM.906.32, <br />Q x0682 <br />82 <br />RCIM - 106.32 <br />90682' <br />,r <br />907.23 <br />1.4907.64 <br />907.2/ <br />/ <br />8 / <br />906.62 <br />/ <br />/ <br />907.4 907.4 <br />X 907.3 <br />927.3 • 9D7.rY <br />FL ELEV.= 908.00 <br />TIPPED OUTJ.y' <br />CURB <br />• <br />'FL. ELEV.= 908.00 <br />'s l <br />907.7 <br />907. %�• <br />90 <br />TIPPED OUT <br />.CURB <br />x9073,' <br />X., <br />907.8 <br />9075 <br />3' CURB CUF-\ <br />• <br />012 C JRB $ GUT <br />ER: <br />.1`J l I <br />TI I 1 \ <br />• Ta <br />•4 <br />12 ■ <br />A CB 3 <br />0 1 : ) <br />il I 1 <br />906.8 RIMa906.53 4;x i <br />e s� 06.964 612 CURB & MITE � RIM 906.58 � •1. <br />0d000000na ' aDDa ©DDDDDDDDDEIDDDDODDDaooDDDDDD 000n000n000OD00DDDDDDDDEIOQDaDaoDDDDD= <br />589°14'14 "E <br />357.18 <br />0 50X <br />906.98 <br />F: \Eng\ 63985 \001 \dwg \1100 \GRADING.dwg, 06/09/2003 02:53:01 PM, CalvinT, <br />1:2.18095 <br />�. <br />20 40 <br />60 <br />SCALE <br />IN <br />FEET <br />TILE CQp <br />6' <br />WARNING <br />< THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES <br />FOR LOCATIONS OF ALL UNDERGROUND WIRES. CABLES, <br />CONDUITS, PIPES, MANHOLES. VALVES, OR OTHER BURIED <br />STRUCTURES BEFORE DIGGING HE SHALL REPAIR OR <br />REPLACE THE ABOVE WHEN DAMAGED DURING <br />CONSTRUCTION AT NO COST TO OWNER. <br />WOODSTONE <br />BUILDERS INC. <br />Lino Lakes Retail <br />Lilac St. & Apollo Dr. <br />Lino Lakes, Minnesota <br />Hansen <br />Mohagen MI <br />Architectural JILL <br />Group <br />1415 E Way ale BNE Tel 952.473.1985 <br />Sui le 200 Foe952.473.I340 <br />Wayzata 148 55391 w.w.maaa9en8oneen.cam <br />SCHOELL & MADSON, INC. <br />ENGINEERS • SURVEYORS • PUNNING <br />SC4. TESTING • ENVIRONMENTAL SERVICES <br />20580 WAYZATA BOULEVARD, SUITE 1 <br />626600ONKA, MN 55305 <br />(952) 546 -7601 FAY: (952) 546 -9065 <br />wW W.sch09flmodion.c*m <br />I HEREBY CERTIFY THAT THIS PUN. <br />SPECIFICATION OR REPORT WAS <br />PREPARED BY 1.10 OR UNDER MT' <br />DIRECT SUPERVISION, AND THAT I AM <br />A DULY LICENSED PROFESSIONAL <br />ENGINEER UNDER THE LAWS OF THE <br />STATE OF MINNESOTA <br />REGISTRATION NUNBER . <br />N0. DESCRIPTION DATE <br />PROJECT NUUBER . <br />DRAWN BY: <br />0602(0 BT: • <br />DATE: . <br />GRADING, <br />DRAINAGE & <br />EROSION <br />CONTROL PLAN <br />c1 <br />S.M.I. PROJECT NO. 63985 -001 <br />