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Queen St NWSolanum Circle217th Ave NWRiebeck St112453712346789101112Park5131514111213910121112910178641613SHEET X.1SHEET X.2SHEET X.4 <br />SHEET X.11.9%1.4%1.0%1.3%1. <br />9%9609 <br />7 <br />0 <br />9709 <br />7 <br />0 <br />970954956956956958962 964964964 <br />966 966966968968 <br />968 <br />9 <br />6 <br />897297 <br />2 <br />9 <br />7 <br />2 <br />972 <br />974 <br />974974974976976 980980976976978978978982982EOF=951.509509509529529 <br />6 <br />0 <br />9 <br />5 <br />4 <br />9 <br />5 <br />6 <br />9 <br />5 <br />8 <br />950950952952 <br />954954956956958EOF=955.50EOF=955.0097 <br />2 <br />97 <br />2 <br />97 <br />4 <br />97 <br />4 <br />97 <br />6 <br />970 <br />9 <br />7 <br />0 <br />9 <br />7 <br />2 <br />972 <br />972 <br />EOF=971.50SEWOG=962.5(LL=959.7)MIN=952.0DW: 7%DW: 7%DW: 8%DW: 6%DW: 6%DW: 7%D <br />W <br />: <br /> <br />2 <br />% <br />DW: 6% <br />DW: <br />4 <br />%DW: 3% <br />D <br />W <br />: <br /> <br />5 <br />%DW: 6%DW: 8%DW: 5%DW: <br /> 7%DW: <br /> 8%DW: 5%DW: 2%DW: 3%DW: 2%DW: 7%DW: 3%DW: <br /> <br />6 <br />% <br />DW <br />: <br /> <br />7% <br />D <br />W <br />: <br /> <br />7 <br />% <br />DW: <br />7 <br />% <br />DW: 7 <br />% <br />DW: 2% <br />DW: 7 <br />% <br />DW: 5 <br />% <br />DW: <br /> <br />7 <br />% <br />DW: <br />7 <br />% <br />DW <br />: <br /> <br />7 <br />%DW: <br />6%DW: 4%DW: 6% <br />DW: 3% <br />DW: 7% <br />SEWOG=961.0(LL=958.2)MIN=952.0 SEWOG=963.0(LL=960.2)MIN=956.0FBLOG=962.0(LL=954.0)(OPN=956.0)MIN=956.0FBWOG=971.0(LL=963.0)MIN=954.2SEWOG=961.0(LL=958.2)MIN=956.0SEWOG=966.5(LL=963.7)MIN=956.0FBG=973.0(LL=965.0)MIN=956.0FBG=975.0(LL=967.0)MIN=956.0SEWOG=979.0(LL=976.2)MIN=956.0FBWOG=977.0(LL=969.0)MIN=949.3FBWOG=978.0(LL=970.0)MIN=949.3SEWOG=977.0(LL=974.2)MIN=949.3FBWOG=977.0(LL=969.0)MIN=962.5FBWOG=969.0(LL=961.0)MIN=958.3FBWOG=968.0(LL=960.0)MIN=958.3FBG=975.0(LL=968.0)MIN=949.3FBG=978.0(LL=970.0)MIN=949.3FBWOG=967.5(LL=959.5)MIN=958.3SEWOG=971.5(LL=968.7)MIN=953.9FBWOG=968.0(LL=960.0)MIN=953.9F <br />B <br />W <br />O <br />G <br />= <br />9 <br />6 <br />8 <br />. <br />0 <br />(L <br />L <br />= <br />9 <br />6 <br />0 <br />. <br />0 <br />) <br />MI <br />N <br />= <br />9 <br />5 <br />3 <br />. <br />9 <br />FBWOG=967.5(LL=959.5)MIN=958.3FBLOG=985.0(LL=977.0)(OPN=979.0)MIN=952.0FBWOG=986.0(LL=978.0)MIN=952.0FBWOG=984.0(LL=976.0)MIN=952.0SEWOG=990.0(LL=987.2)MIN=962.5SEWOG=988.0(LL=985.2)MIN=977.2FBWOG=983.0(LL=975.0)MIN=952.0SEWOG=982.0(LL=979.2)MIN=977.2FBWOG=982.5(LL=974.5)MIN=974.2SEWOG=981.0(LL=978.2)MIN=977.2SEWOG=982.0(LL=979.2)MIN=977.2FBLOG=980.0(LL=972.0)(OPN=974.0)MIN=952.0FBWOG=979.0 <br />(LL=971 <br />.0 <br />)MIN=954 <br />.4FBWOG=970.0(LL=962.0)MIN=954.4SEWOG=978.0(LL=975.2)MIN=952.0SEWOG=985.0(LL=982.2)MIN=977.2FBLOG=985.0(LL=977.0)(OPN=979.0)MIN=962.5DW: 2 <br />%EOF=974.501.0%97 <br />1 <br />. <br />5 <br />969. <br />0 <br />INFILTRATION BASIN K100-YEAR HWL: 958.06INFILTRATION BASIN G100-YEAR HWL: 975.14INFILTRATION BASIN F100-YEAR HWL: 955.45INFILTRATION BASIN E100-YEAR HWL: 960.46INFILTRATION BASIN D100-YEAR HWL: 956.29INFILTRATION BASIN C100-YEAR HWL: 952.19INFILTRATION BASIN B100-YEAR HWL: 953.95INFILTRATION BASIN A100-YEAR HWL: 951.88EX. BASIN 3100-YEAR HWL: 958.57WETLAND 5100-YEAR HWL: 951.87WETLAND 2100-YEAR HWL: 947.30EOF=951.5012' X 8' OF FLEXAMAT8' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT8' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT20' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT20' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT952.50 FG952.50 FG952.50 FG952.50 FG952.50 FG952.50 FG952.50 FG952.50 FG957.73 FG957.93 FG957.00 FG957.00 FG956.50 FG956.50 FG960 956956958 950948952950952954950952954970972974976978980975.00 FG975.00 FG975.00 FG975.00 FG973.00 FG973.00 FG973.00 FG9709689729749769782-9 FES2-7 FES2-8 FES2-5 FES2-6 FES2-3 FES2-10 FES9 <br />8 <br />0 <br />9 <br />7 <br />6 <br />9 <br />7 <br />8 <br />9 <br />8 <br />2 <br />9 <br />8 <br />4 <br />96 <br />6 966968970 <br />964 <br />966 <br />968 <br />972 <br />95 <br />6 <br />956965.94 TP966.10 TP966.53 TP966.10 TP965.94 TP953.18 TP953.01 TP952.66 TP952.42 TP952.78 TP952.94 TP9509524:1 <br />9609 <br />5 <br />8962964 <br />2-4 FES0+001+002+003+004+004+75.89 <br />0+00 1+00 2+00 3+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0016 <br />+ <br />0 <br />0 <br />1 <br />7 <br />+ <br />0 <br />0 <br />1 <br />8 <br />+ <br />0 <br />0 <br />1 <br />9 <br />+ <br />0 <br />0 <br />2 <br />0 <br />+ <br />0 <br />0 <br />2 <br />1 <br />+ <br />0 <br />0 <br />2 <br />2 <br />+ <br />0 <br />0 <br />2 <br />3 <br />+ <br />0 <br />0 <br />24+0025+0026+0020+001+002+003+004+005+006+007+008+009+00QUEEN ST NW & SOLANUM CIRCLESTA: 13+95.81STA: 0+00.00217TH AVE NW & RIEBECK STSTA: 23+22.02STA: 0+00.00974976GRADING <br />SW GRADING PLANC3.16:09 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Grading Profiles.dwg8/5/2024 <br />NSCALE:0'100'200'1"=100'DESCRIPTIONDATENO. <br />REV <br />FILE NO.: <br />DWG FILE: <br />CHECKED BY: <br />DRAWN BY: <br />DESIGN BY: <br />DATE: SHEET NO.LAND SURVEYING <br />CIVIL ENGINEERING <br />ENVIRONMENTAL SERVICES <br />13076 FIRST STREET, BECKER, MN 55308-9322 <br />TEL: 763-262-8822 FAX: 763-262-8844 <br />BOGART, PEDERSON <br />& ASSOCIATES, INC. <br />MEADOWSWEET BEND <br />DEVELOPMENT <br />City of Elk River, Sherburne County, MN <br />08/05/2024 <br />24-0120.00 <br />MJM, CJD <br />MJM <br />MJM <br />I hereby certify that this plan, specification, or <br />report was prepared by me or under my direct <br />supervision and that I am a duly Licensed <br />Professional Engineer under the laws of the <br />State of Minnesota. <br />Signed: <br />Date: Lic. No. <br />Christopher J. Dahn <br />5862808/05/2024 PROPOSED FLEXAMAT CONCRETE MAT984PROPOSED CONTOURPROPOSED SLOPENEW TOP OF GRAVEL ELEVATIONNEW TOP OF PAVEMENT ELEVATION980.50 TP980.50 TGEXISTING ELEVATION980.50 EXNEW FINISHED GRADE ELEVATION980.50 FGEMERGENCY OVERFLOWE.O.F.GRADING GENERAL NOTES:1.THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEENEXISTING CONDITIONS IN THE FIELD REPRESENTED WITHIN THEPLANS AS SHOWN AND ALERT THE ENGINEER BEFORE BIDDINGTHE PROJECT AND BEGINNING CONSTRUCTION.2.CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICHMAY AFFECT THIS WORK AND NOTIFY THE OWNER OF ANYCHANGES. CONTACT LOCAL UTILITY COMPANIES FOR EXACTLOCATIONS PRIOR TO BIDDING THE PROJECT AND COMMENCINGWORK.3.CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TOPREVENT SILT AND DEBRIS RUN-OFF DURING GRADINGOPERATIONS (I.E. SILT FENCE, STRAW BALES, ETC.).4.CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURECONFORMANCE WITH GRADING PLAN, PARTICULARLY WITHEXISTING STRUCTURES AND/OR PAVEMENTS TO REMAIN. MEETEXISTING GRADES ALONG STREETS, PROPERTY LINES, ANDDRIVEWAY ENTRANCES. RESTORE ALL PAVEMENTS THAT REMAINTO THEIR ORIGINAL IF NOT BETTER CONDITION. NOTIFY OWNER OFANY CONFLICTS PRIOR TO BIDDING THE PROJECT.5.TURF ESTABLISHMENT AREAS SHALL RECEIVE MINIMUM OF 4"DEPTH AS MEASURED IN PLACE OF TOPSOIL. TOPSOIL SHALL BEFURNISHED AND INSTALLED BY THE CONTRACTOR. ALL GRADEDSLOPES GREATER THAN OR EQUAL TO 5:1 SHALL BEHYDROSEEDED, EROSION CONTROL BLANKETED, OR MULCHED TOHELP STABILIZE THE SLOPES BY GENERAL CONTRACTOR.6.PROPOSED SPOT ELEVATIONS ARE TO THE TOP OF CURB UNLESSNOTED OTHERWISE. ELEVATION OF FLOW LINE IS 6" BELOW TOPOF CURB UNLESS OTHERWISE SHOWN.7.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMININGQUANTITIES OF CUT, FILL AND WASTE MATERIALS TO BE HANDLED,AND FOR AMOUNT OF GRADING TO BE DONE IN ORDER TOCOMPLETELY PERFORM ALL WORK INDICATED ON THE DRAWINGS.IMPORT SUITABLE MATERIAL AND EXPORT UNSUITABLE / EXCESS /WASTE MATERIAL AS REQUIRED. ALL COSTS ASSOCIATED WITHIMPORTING AND EXPORTING MATERIALS SHALL BE INCIDENTAL TOTHE CONTRACT.8.IT IS INTENDED THAT EARTHWORK (CUT VS. FILL) BALANCE ONSITE. THE CONTRACTOR SHALL SUBMIT THE QUANTITY OFMATERIAL AND AMOUNT OF ANTICIPATED GRADE ADJUSTMENTFOR REVIEW BY THE ENGINEER A MINIMUM OF FOUR WEEKDAYSPRIOR TO MAKING ADJUSTMENTS. ALL GRADE ADJUSTMENTSMUST BE APPROVED BY THE ENGINEER. NO ADDITIONALCOMPENSATION SHALL BE ALLOWED FOR WORK ASSOCIATEDWITH GRADING ADJUSTMENTS, INCLUDING, BUT NOT LIMITED TO,EARTHWORK OPERATIONS, STORM SEWER PIPING ANDSTRUCTURE ADJUSTMENTS, CONSTRUCTION SURVEYING FORADJUSTING FEATURE LOCATIONS ACCORDINGLY, SILT FENCE, ETC.9.FAILURE OF TURF DEVELOPMENT: IN THE EVENT THECONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, THECONTRACTOR SHALL RE-SEED OR RE-SOD ALL APPLICABLEAREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THESATISFACTION OF THE ENGINEER.10.ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER,DRAINTILE, OR OTHER POTENTIAL SOURCE FOR CONTAMINATIONSHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANYWATERMAIN PER MINNESOTA PLUMBING CODE. THIS ISOLATIONDISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THEPIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE(OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR)11.CONTRACTOR SHALL MAINTAIN DRAINAGE FROM EXISTINGBUILDING AT ALL TIMES. PROVIDE TEMPORARY STORM SEWER(INCLUDING, BUT NOT LIMITED TO, CATCH BASINS, MANHOLES,PIPING, ETC.) AS REQUIRED. EXISTING STORM SEWER SHALL NOTBE REMOVED UNTIL TEMPORARY OR PERMANENT STORM SEWERIS INSTALLED AND FUNCTIONAL. COORDINATE ALL REMOVALSWITH APPROPRIATE TRADES (SITE UTILITY CONTRACTOR,MECHANICAL CONTRACTOR, ETC.) AS REQUIRED.12.SUGGESTED HOUSE TYPES SHOWN ARE NOT FINAL. OTHER HOUSETYPES MAY BE USED AND DETERMINED BY THE HOUSE BUILDER.THE MINIMUM LOW FLOOR ELEVATIONS SHALL BE MAINTAINEDUNLESS HOUSE IS BUILT IN A DIFFERENT LOCATION OUTSIDE OFTHE GOVERNING HWL.13.EACH LOT SHALL BE SERVICED BY INDIVIDUAL WELLS AND PUBLICSANITARY FORCE MAIN SEWER. (PLAN PROVIDED BY OTHERS)LEGEND:VVPROPOSED STORM SEWERPROPOSED FLARED END SECITONSUGGESTED DRIVEWAY SLOPEDW 5%FBLOG=980.0(LL=972.0)(OPN=974.0)MIN=971.5SUGGESTED HOUSE TYPESUGGESTED GARAGE ELEVATIONSUGGESTED LOW LEVEL ELEVATIONSUGGESTED LOW OPENING ELEVATIONMINIMUM LOW OPENING ELEVATION FOR FREEBOARDPage 83 of 111