5.2. PCSR 11-26-2019 - Laserfiche WebLink

Home Browse Search

880885890877878879881882883884886887888889891892 880877878879881 882875873874876877878879875880871872873874876877878879 875 873874876876877877878878879879880879881882877877878879880876877878879 885 890 881882883884886887 888 889891892893894 881875 872873874876877878 875876877878875873874876877875 876876 88088589 0877878879 881 882 883884886887 888 889 891 8808 8 5 8768778788798 8 1 8 8 2 8 8 3 8 8 4 8 8 6 885883884 886 887 890 887888889891885890884886887888889891890891892890888889891892 875871872873874876877878879880885881882883884886877878ST EXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXSTOSTOSTOSTO STOSTOSTOSTOFENCE LINE IS ON PROPERTY LINEFENCE LINE IS ON PROPERTY LINEFENCE LINE IS ON PROPERTY LINEFENCE LINE IS ON PROPERTY LINEPONDPOND PONDWETLANDSTOSTOSTOSTO 876877878877 87 8878 8 7 7 890888STOSTO87787812" PLASTIC CULVERTINV.=870.7712" PLASTIC CULVERTINV.=870.31 STM MANHOLERIM=876.88INV.=871.68 (S,E,W)CATCH BASINRIM=876.79INV.=872.04 (N)18"CATCH BASIN RIM=881.74 INV.=878.74 (S)18"CATCH BASIN RIM=881.73 INV.=878.13 (N,S)24"STORM MANHOLE RIM=887.79 INV.=UNKNOWN 24"24" PLASTIC FESINV.=871.07 24" RCP FES INV.=873.97 24"8858908848868878888898918928938948778788798858908958 8 3884 8 8 6887 8888898918928938948808858788798818828838848868 8 6 8878 8 7880878879881882880885878879881882883884886887888885 890 8 8 2 8 8 3 884 886 887 888 889 891 89 2 89 3 880878879 886887888875 872873874876877 875876877879879 880885880885DRAINAGE AND UTILITY EASEMENT DRAINAGE ANDUTILITY EASEMENTOUTLOT A LOT 1 BLOCK 1 162ND AVENUE NW 161ST AVENUE NW (502.19)(1321.85)(210.02)(213.53)(507.05)XXXXXXX X X X X X X X X X X XXXXXXX X X XXXX X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X XXX X X XXXXXXPROPOSED BUILDINGFFE=889.00SINGLE-STORY80'x160'6,400 SF - OFFICE6,400 SF - SHOPINFILTRATION BASININFILTRATIONBASINSTORWMATERPONDPRE V I O U S P H A S ERELOCATE AND EXPANDEXISTING PONDDITCHES TO BE UTILIZED TOREDIRECT STORMWATER RUNOFFTO INFILTRATION BASINSHEET NUMBER:VERTICAL SCALE:DATE:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(320) 253-94953701 12th Street North, Suite 206Fax(320) 358-2001St. Cloud, MN 56303Toll Free(800) 270-9495DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAPREPARED FOR:N:\0022825.00\DWG\CIVIL\PRELIM\0022825GD01.DWG 84ELK RIVER, MN10/28/19JSBBCWDWRCOPART ELK RIVER: PHASE 2GRADING PLANCOPART ELK RIVER: PHASE 210/28/195483210/28/19JOHN S. BLENKERFOR PERMIT APPROVAL© 2019 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'60'120'180'1" = 60'..........60'12' or 6'PROJECT NUMBER: 0022825.00982SOIL BORING LOCATIONWATER MAINPROPOSED982SPOT ELEVATIONGRADING LEGENDE.O.F.PROPERTY LINE980POND NORMAL WATER LEVELEMERGENCY OVERFLOWSB-19STORM 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 VERIFYSITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIESARE FOUND.2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, 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 TRENCH EXCAVATION ANDBACKFILL/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 WATERED UNTIL A HEALTHY STANDOF 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 BEAPPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM 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 WITH UNIFORM SLOPES BETWEENPOINTS 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 CONTOURSARE 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 CONSTRUCTION IS COMPLETED. THECONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE 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 DISCHARGE ELIMINATION 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 BEACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, OR APPROVED EQUAL, IN EACH OF 2PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BEEXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN.14.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIEDDENSITY METHOD AS OUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.15.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OFTHE 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 THE PURPOSE OF REMOVINGUNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FORCOORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER.GRADING NOTES0.00%900.00900.00