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SHEET X.2SHEET X.11ϯϮϭϳKƵƚůŽƚϭϲϭϱϭϰϭϯϭϮϭϭϭϭϭϮKƵƚůŽƚϭϬϭϬ32ϭKƵƚůŽƚSHEET X.2SHEET X.1ϰ960 970980980956958962964964964 966968972974976978978982982984984982984EOF=961.50DW: 7%DW: 5%DW: 8%DW: 8%DW: 8%DW: 6%DW: 3%DW: 6%DW: 8%DW: 7%DW: 7%DW: 4%DW: 2%DW: 9%SEWOG=969.0(LL=966.2)MIN=965.0FBLOG=970.5(LL=962.5)(OPN=964.5)MIN=965.0FBLOG=967.0(LL=959.0)(OPN=961.0)MIN=959.6FBLOG=971.0(LL=963.0)(OPN=965.0)MIN=965.0FBWOG=973.0(LL=965.0)MIN=965.0FBWOG=979.3(LL=971.3)MIN=965.0FBWOG=981.0(LL=973.0)MIN=965.0FBWO G=990.0(LL=982.0)MIN=965.0 FBLO G=990. 0 (LL=98 2. 0)(OPN=9 8 4. 0) MIN=97 8. 0 FBLO G=990. 0 (LL=98 2. 0)(OPN=9 8 4. 0) MIN=9 7 2. 1 FBWO G=984.0 (LL=976.0) MIN=972.1 FBWO G=984.0 (LL=976.0) MIN=972.1 FBLO G=983.0 (LL=975.0) (OPN=977.0) MIN=970.4 SEWOG=968.0(LL=965.2)MIN=959.6970972974976978FUTURE DRIVEWAY9709968 97976767767697767676796095495695896095695896296496624 LF 15"Ø RCP @ 1.89%INFILTRATION BASIN L100-YEAR HWL: 961.95INFILTRATION BASIN J100-YEAR HWL: 958.49WETLAND 6100-YEAR HWL: 952.3612' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT24' X 8' OF FLEXAMAT60' X 8' OF FLEXAMAT956.80 FG963.00 FG963.00 FG963.00 FG963.00 FG960956958960961.02 FG961.02 FG961.45 FG2-1 FES2-2 FES1-13 FES1-11 FES1-12 FES1-9 FES1-10 FES1-15 FESINV.=959.201-16 FESINV.=958.751-14 FES980982984986988 MATCH EX. GRADES26+0027+0028+0029+0030+0031+0032+0033+0034+0035+0036+0037+0038+0039+0040+0 0 4 1 +0 0 42+0043+000+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0015+23.38217TH AVE NW & GABBRO AVESTA: 37+58.63STA: 0+00.00EOF=961.95978.10 FG5:1INFILTRATION BASIN K2100-YEAR HWL: 956.5336' X 8' OF FLEXAMAT960952954956958960960954956958953EOF=955.80956.80 FGEOF=960.67GRADINGEKZd,'Z/E'W>Eϯ͘ϭ2:27 PMN:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\Phase 1 CAD\P1 Grading Profiles.dwg5/27/2025SCALE:0' 100' 200'1"=100'DESCRIPTIONDATENO.REVFILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: ^,dEK͘LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICES13076 FIRST STREET, BECKER, MN 55308-9322TEL: 763-262-8822 FAX: 763-262-8844BOGART, PEDERSON& ASSOCIATES, INC.DKt^tdEs>KWDEdϭ^d/d/KEŝƚǇŽĨůŬZŝǀĞƌ͕^ŚĞƌďƵƌŶĞŽƵŶƚǇ͕DE05/27/202524-0120.00MJM, CJDMJMMJM1 05/27/2025 1ST ADDITION PLANSI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.Signed:Date: Lic. No.Christopher J. Dahn5862805/27/2025PROPOSED FLEXAMAT CONCRETE MATPROPOSED 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.'Z/E''EZ>EKd^͗1. THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEENEXISTING CONDITIONS IN THE FIELD REPRESENTED WITHIN THEPLANS AS SHOWN AND ALERT THE ENGINEER BEFORE BIDDING THEPROJECT AND BEGINNING CONSTRUCTION.2. CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAYAFFECT THIS WORK AND NOTIFY THE OWNER OF ANY CHANGES.CONTACT LOCAL UTILITY COMPANIES FOR EXACT LOCATIONS PRIORTO BIDDING THE PROJECT AND COMMENCING WORK.3. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENTSILT AND DEBRIS RUN-OFF DURING GRADING OPERATIONS (I.E. SILTFENCE, 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" DEPTHAS MEASURED IN PLACE OF TOPSOIL. TOPSOIL SHALL BEFURNISHED AND INSTALLED BY THE CONTRACTOR. ALL GRADEDSLOPES GREATER THAN OR EQUAL TO 5:1 SHALL BE HYDROSEEDED,EROSION CONTROL BLANKETED, OR MULCHED TO HELP STABILIZETHE SLOPES BY GENERAL CONTRACTOR.6. PROPOSED SPOT ELEVATIONS ARE TO THE TOP OF CURB UNLESSNOTED OTHERWISE. ELEVATION OF FLOW LINE IS 6" BELOW TOP OFCURB 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 ON SITE.THE CONTRACTOR SHALL SUBMIT THE QUANTITY OF MATERIAL ANDAMOUNT OF ANTICIPATED GRADE ADJUSTMENT FOR REVIEW BY THEENGINEER A MINIMUM OF FOUR WEEKDAYS PRIOR TO MAKINGADJUSTMENTS. ALL GRADE ADJUSTMENTS MUST BE APPROVED BYTHE ENGINEER. NO ADDITIONAL COMPENSATION SHALL BEALLOWED FOR WORK ASSOCIATED WITH GRADING ADJUSTMENTS,INCLUDING, BUT NOT LIMITED TO, EARTHWORK OPERATIONS,STORM SEWER PIPING AND STRUCTURE ADJUSTMENTS,CONSTRUCTION SURVEYING FOR ADJUSTING FEATURE LOCATIONSACCORDINGLY, SILT FENCE, ETC.9. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTORFAILS TO PROVIDE AN ACCEPTABLE TURF, THE CONTRACTOR SHALLRE-SEED OR RE-SOD ALL APPLICABLE AREAS, AT NO ADDITIONALCOST TO THE OWNER, TO THE SATISFACTION 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 NOT BEREMOVED UNTIL TEMPORARY OR PERMANENT STORM SEWER ISINSTALLED AND FUNCTIONAL. COORDINATE ALL REMOVALS WITHAPPROPRIATE TRADES (SITE UTILITY CONTRACTOR, MECHANICALCONTRACTOR, 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)14. DRIVEWAY CULVERTS WITH SLOPES LESS THAN 2.0% SHALL BE 15INCHES IN DIAMETER WITH A MINIMUM SLOPE OF 1.0%. DRIVEWAYCULVERTS WITH A SLOPE OVER 2.0% MAY BE 12 INCHES, UNLESSSTATED OTHERWISE.>'E͗VVPROPOSED 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 191 of 309