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• <br />• <br />4 <br />• <br />1 <br />1 <br />si <br />GRADING, DRA1NAGE, AND EROSION CONTROL PLAN <br />• <br />ARLO LANE' <br />sas-zrz a 65.00 is <br />U <br />r <br />0 <br />n <br />i <br />cs <br />O <br />PmaC <br />• <br />i� <br />J <br />f <br />r gig. � ti I212 <br />It s. !'• 7 a P. Milraa <br />NOTE DRAINAGE ALONG SIDE <br />LOT LIES SHALL BE DdiECTED <br />U 1O NFL1RA710N SUMS WITHIN <br />EACH LOT. DRAINAGE STALL NOT <br />BE DIRECTED ONTO ADJACENT <br />PROPERTIES <br />7.3 • <br />r� <br />--EXISTING FENCE <br />(TO BE SAVED) <br />gn <br />CURB & CUTTER <br />LOIS LANE <br />a aERB Ec RiJ77k7! <br />217 FENCE REOIIIRENENIS <br />MAC AS PER ROOT SPEC SRO <br />7 maw ENamamEr M <br />r IONiY DE'Ai1R W FARM <br />rICrO' AIUMIY OSFIINONS OF MOOD SAKES <br />WAVY DUTY SILT FENCE PER WOW SPEC. NW <br />SLT FENCE <br />WOOD POST <br />NOSE NP. 600 <br />GRADING LEGEND <br />s <br />EXISTING CONTOURS <br />PROPOSED CONTOURS <br />SLT FENCE <br />ORANAGE ARROW <br />RAN GARDEN <br />INFILTRATION AREA <br />GRADING NOTES <br />LOCATHON MAP <br />NWT W SCALE <br />SECTION 8, TOWNSHIP 31, <br />RANGE 22 <br />ANOKA COUNTY, MINNESOTA. <br />SELO <br />GAR: 912. 2_��G� PRDPMES 0--- PI�OSED GARAGE ELEVATION ENTRT 'MK DIM <br />LEE: ELEVATIERI ELEVATION <br />LO: 911.9'' <br />PROPOSED CONTOURS REPENT FINISHED ED SURFACE ELEVATIONS. SPOT ELEVATIONS ALONG PROPOSED CURB DENOTE GUTTER LINE OF CURB. <br />DOSING UTILITIES SHOWN ON THESE PLANS ATE BASED ON RECORD DRAWINGS AND. MERE POSSIBLE, MEAS1JREENTS TAKEN N THE FEL.D. TIE <br />INFORMATION IS NOT TO BE RELIED ON AS BEING EMT OR COMPLETE. COMRALAuR SILL CONTACT THE APPROPRIATE UTILITY COMPARES AT LEAST 48 <br />HOURS PRIOR 10 EXCAVATION, TO REQUEST EXACT FIELD LOCATION OF UTIJIES. THE CONTRACTOR IS RESPONSIBLE FOR RELOCATING AU. EJISTMG UTILITIES <br />WHICH H CONFLICT VIM 71E PROPOSED MPROVDEMS SHORN ON THE PLANS <br />CONTRACTOR TD CALL GOPH ER STATE ONE CALL (1 -800 -252- 1188) 48 HOURS PRIOR TO EXCAVA710N FOR LOCATIONS OF UTILITIES <br />CONTRACTOR REQUIRED TO PROTECT THE TREES 10 BE SAVED. SHOULD ANY PORTION OF THE TREE BRANCHES !LEGUME REMOVAL TO PERMIT OPERATION OF <br />THE CONTRACTOR'S EQUIPMENT. TIE CONTRACTOR SHALL OBTAIN THE SERVICES CF A PROFESSIONAL TRIMS SERVICE TO 1iN1 THE TREES. SHOULD THE <br />CONTRACTORS OPERATIONS RESULT N TIE BEATING OF ANY UMEIS, TIE BROKEN LIMBS SHOULD BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY <br />PROTECTED 10 IMAM ANY LASTING DAMAGE. NO TREES SHALL BE REMOVED WITHOUT AUTHORI7AIION BY 1HE MINER. 00515 FOR TRIMMING SERVICES <br />SHALL BE CONS ICIDENTAL TO TIE GRADING CONTRACT. <br />CONTRACTOR SMALL SHIP, SIOCCPRE AND RE- SPREAD SUFFICIENT TOPSOIL 10 PROVIDE A MI E M FOUR NCH DEPTH 10 AU. DISTURBED AREAS 10 BE SODDED <br />OR SEEDED. <br />TEE PROPOSED GRADN4G PLAN INDICATES FINAL GRADING AFTER THE HOUSES ARE CONSTRUCTED. THE CONTRACTOR SHALL APPLY A HOLODONM OF 2.5 <br />ACROSS VC BUILD PAD LOCATIONS DURING THE GENERAL GRADING OF TIE SHE. THE FINISHED BUILDING SUMMATE ELEVATION SHALL NOT VARY BY MORE <br />THAN 0.10 FEET ABOVE OR BELOW THE PROPOSED ELEVATION. STREET OR PAR TONI AREA SUBORADE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FEET <br />ABOVE OR BEI.Ow THE PROD ELEVATION. AREAS TO RECEIVE TOPSOL SHALL BE GRADED TO WHIN 0.10 FEET OF THE REQUIRED ELEVATION IRILESS <br />DIRECTED OTHERWISE BY TIE E4G88EJ=RR. TOPSOIL SMALL BE GRADED 10 WORN 1f NCH OF 11E SPECIFIED THICOESS. <br />THE CONTRACTOR SHALL COMPLY WITH THE REWARD/DOS OF THE MINNESOTA POLLUTION CONTROL AGENCY - NATIONAL POLWTANT DISCHARGE ELIMINATION <br />SYSTEM (OEMS) PERM CONTRACTOR SHALL BE A CO- APPLICANT WITH THE OVNER THE CONTRACTOR SHALL COMPLETE THE REQUIRED INSPECTION <br />REPORTS AND BE IESPONSELE FOR MAN1pNANGE OF THE EROSION CONTROL ggVKES <br />EROSION CONTROL NOTES <br />ALL EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR TD COMMENCEMENT OF GRADS OPERATIONS AND S MAINTAINED UNTIL ALL DISTURBED AREAS <br />CN THE 511E HAVE BEEN RESTORED. <br />1EIAPORARY EROSION CONTROL TO BE PLACED AROUND STORM DRUM STRUCTURES DURING CONSTRUCTION. <br />SEDIMENT SHALL RE REMOVED FROM AU. SEDD ENT CONTROL DEVICES AS NECESSARY AND MUST 80 REMOVED F DESIGN CAPACITY HAS BEEN REDUCED BY <br />FIFTY PERCENT. <br />A STABILIZED CONSTRUCTION ENTRANCE SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR DURATION OF PROJECT. <br />ALL SLOPES 3:1 OR STEEPER, NOT TO BE SODDED AND GREATER THIN EIGHT FEET N HEIGHT, SHALL NAVE EROSION CONTROL FABRIC PETALLED. <br />STREETS SHALL BE MOT FREE OF SEDIMENT CARRIED BY CONSTRUCTION TRAFFIC. <br />CONTRACTOR SHALL SEED AND MULCH AU. DISTURBED AREAS NOT 10 BE SODDED. SLIDING SHALL S PER MnDOT SPECIFICATION 3576 APPLIED AT A RATE <br />OF FIFTY POUNDS PER ACE. SEEDING N POND AND INFILTRATION AREAS SHALL 85 MDCTURE 31011W1 (NAIVE WET TART,) 84 ACCORDANCE WITH MnDOT <br />SPECIRCAIIGN 3876 APPLIED AT A RATE OF B2 PGIIDA PER ACRE. MULCH SHALL BE PER MADOT SPECIFICATION 3082. TYPE 2. TIE MULCH SHALL 00 <br />APPLED N ACCORDANCE WITH MnDOT SPE0FLCA110N 2575.3, N1. MULCH TO 80 APPLIED AT A RATE OF 1W0 TOMS PER ACRE MULCH SHALL BE <br />ANCHORED WITH A DISC. 0.00BU5TER RJR OTHER APPROVED EQUIPMENT. <br />0 <br />• <br />a <br />0 <br />H <br />Z o <br />(%)Zz <br />W�� tri <br />Z -Jw <br /><nQ <br />2tJ <br />O <br />Z <br />(1) <br />W <br />Q <br />0 <br />Z <br />W <br />-J <br />00 <br />C3 <br />Q 1 <br />W <br />CD <br />Q0 <br />ui Z <br />CC 0 <br />V <br />t.9O <br />z_2 <br />0 <br />Q <br />�W <br />KG KG <br />PROST <br />1805 -001 <br />LINO LAKES, MN <br />08123/06 <br />1/1 <br />