Laserfiche WebLink
8858 <br />8 <br />5 <br />890 <br />8868 <br />8 <br />6 <br />887 <br />887 <br />88 <br />8 <br />889 891885890 <br />883884886887888889891875 <br />880 <br />885 <br />871872873874 <br />876877878879 <br />881882883884886887 885 <br />8 <br />9 <br />0 <br />886 <br />8 <br />8 <br />7 8888 <br />8 <br />9 <br />8 <br />8 <br />5886 <br />887887887888889886 <br />88589088388488688788888989189288088589088188288388488688788888988589 <br />0 <br />8 <br />8 <br />1 <br />8 <br />8 <br />2 <br />8838848 <br />8 <br />6 <br />88 <br />7 <br />88 <br />8 <br />88 <br />9 <br />8 <br />9 <br />1 <br />891 <br />892875 <br />880 <br />885886887 880885890 <br />876877878879881882883884886887888889 <br />8 <br />9 <br />1 <br />874 <br />89088989188 <br />0 <br />8 <br />8 <br />5 <br />8 <br />9 <br />0 <br />87 <br />6 <br />87 <br />7 <br />87 <br />8 <br />87 <br />9 <br />88 <br />1 <br />88 <br />2 <br />88 <br />3 <br />8 <br />8 <br />4 <br />8 <br />8 <br />6 <br />8 <br />8 <br />7 <br />8 <br />8 <br />8 <br />8 <br />8 <br />9 <br />89 <br />1 <br />887887887887888888889889887888886887887887 885884880879881882880876876877877878879881882883 <br />881888889888888 STEXXXXXXXXXXXXXXXXXXXXXXXXXXXXX <br />X X X X X X X X <br />S <br />TO <br />STOSTOSTOSTO <br />FENCE LINE IS ON PROPERTY LINE <br />FENCE LINE IS ON PROPERTY LINE <br />FENCE LINE IS ON PROPERTY LINE <br />POND <br />CATCH BASINRIM=881.74INV.=878.74 (S)18"CATCH BASINRIM=881.73INV.=878.13 (N,S)24"STORM MANHOLERIM=887.79INV.=UNKNOWN24" RCP FESINV.=873.9724 <br />"IE=867.88IE=867.74XXXXXXXXXXXRAIL ROAD TRACKSRAIL ROADCONTROL BOXESFENCE LINE IS ON PROPERTY LINEFENCE LINE IS 0.8' INSIDE OF PROPERTY LINE88588488688788 <br />5 <br />8 <br />9 <br />0 <br />88 <br />4 <br />88 <br />6 <br />8 <br />8 <br />7 <br />8 <br />8 <br />8 8898 <br />9 <br />1 <br />8 <br />9 <br />2 <br />8 <br />9 <br />3 <br />8 <br />9 <br />4 <br />880 <br />877878879 <br />881882883884 <br />E.O.F.883.508858908958838848868878888898918928938948808808 <br />8 <br />5 8858798798818828 <br />8 <br />3 8838 <br />8 <br />4 8848 <br />8 <br />6 886886 <br />887 <br />888 <br />889 <br />880 <br />885 8808808 <br />8 <br />5 <br />8798798818828838848 <br />8 <br />6 <br />887888880 878879 <br />881882 885890886887888889891892893880 <br />885 <br />890 <br />878879881882883 <br />884 <br />886 <br />887 <br />888 <br />889 <br />891 <br />892 <br />893 <br />894 880878879881882880876877878879875873874876877878875874876877878876877878875873874876877878E.O.F.881.50E.O.F.877.50XXX X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX <br />XXXX <br />XXXXXXXXXXXXXFUTURE BUILDINGFFE=889.00SINGLE-STORY80'x160'6,400 SF - OFFICE6,400 SF - SHOPXDRAINAGE AND UTILITYEASEMENT PERCASCADE INDUSTRIALPARKBLOCK 16ƒ<br />:6ƒ<br />:125XXXXXXXXXXXXXX <br />XXXXXXXXXXXXXXXXXXXXX X X <br />XXXXXXXFUTURE RECEIVING YARDFUTUREPARKINGLOTPREVIOUS PHASEINFILTRATION BASINEOF=881.50BOTTOM=875.50INFILTRATION BASINTOP=878.50EOF=877.50BOTTOM=872.50SHEET NUMBER:DATE:DATE:LICENSE NO. <br />I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME <br />OR UNDER MY DIRECT SUPERVISION AND THAT I AM A <br />DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS <br />OF THE STATE OF MINNESOTA <br />PREPARED FOR: <br />Phone (320) 253-9495 3701 12th Street North, Suite 206 <br />Fax (320) 358-2001 St. Cloud, MN 56303 <br />Toll Free (800) 270-9495 <br />VERTICAL SCALE: <br />HORIZONTAL SCALE: <br />DRAWN: <br />CHECKED: <br />DESIGNED:INITIAL ISSUE: <br />REVISIONS:OFFOR PERMIT APPROVAL0'60'120'180'1" = 60'982SOIL BORING LOCATIONWATER MAINPROPOSED982WATSANSPOT ELEVATIONGRADING LEGENDE.O.F.PROPERTY LINE980POND NORMAL WATER LEVELEMERGENCY OVERFLOWSB-19STOSTORM SEWERDRAIN TILESANITARY SEWEREXISTINGINDEX CONTOURINTERVAL CONTOUR980FLOW DIRECTIONSB-19CURB AND GUTTERFLARED END SECTION (WITH RIPRAP)1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE.CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THEENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPEDPAVEMENT, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS,AND EXACT LOCATIONS AND NUMBER OF DOWNSPOUTS.3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCHEXCAVATION AND BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATEREDUNTIL A HEALTHY STAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES,WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY.PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALLCONFORM TO APPROPRIATE MNDOT STANDARDS.6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET.7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITHUNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES.8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED.PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE.9.SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS.10.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTILITY CONSTRUCTIONIS COMPLETED. THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER ANDTHE REGULATING AGENCIES.11.CONTRACTOR SHALL PROVIDE A STRUCTURAL RETAINING WALL DESIGN CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGEELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS.13.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE.PROOF ROLLING SHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLEDUMP TRUCK, OR APPROVED EQUAL, IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OFTHE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BE EXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN.14.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCEWITH THE SPECIFIED DENSITY METHOD AS OUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICALENGINEER.15.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BE COMPACTED IN ACCORDANCEWITH REQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.16.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. EXCAVATION FOR THEPURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THEGEOTECHNICAL ENGINEER.GRADING NOTES0.00%900.00900.00Common Ground AllianceCall 48 Hours before digging:811 or call811.comN:\0022825.00\DWG\CIVIL\PHASE 2\0022825GD01.DWG <br />10406/19/20COPART ELK RIVER: PHASE 2 <br />ELK RIVER, MN <br />COPART ELK RIVER: <br />PHASE 2GRADING PLAN <br />5483206/19/20 <br />JOHN S. BLENKER <br />JSB <br />BCW <br />DWR <br />05/28/20 <br />© 2020 Westwood Professional Services, Inc. <br />06/19/20 <br />. <br />. <br />. <br />. <br />REVISED PER PARCEL RECONFIGURATION <br />. <br />. <br />. <br />. <br />60'PROJECT NUMBER: 0022825.00