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>>BUILDING8-~26'X56' BAYS3 BAYSMECH RMFFE 903.50>>>>XX X X X X X X X X X X X X X X X X XINFILTRATION BASINBOTTOM 898.0LOWEST OUTLET 899.5VOLUME BELOW OUTLET 7,900 CF100 YEAR HWL 901.75XXXX X X X X X X X X X X X X X X X X X X XXX XXXXXXTR>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> (C .S .A .H N O . 2 3 ) LAK E D R I V E 902 900 900902904898898896896 896 902.25'902.75 TC903.60'903.98 TC902.8' ±MATCH904.7' ±MATCH904.9' ±MATCH905.42 TC904.82'905.32 TC904.89' HP905.39 TC901.20' LP901.71 TC903.29'903.79 TC901.00'901.00'902.8' ±MATCH903.33' TW903.00' BW902.00' BW902.00' TW903.72'904.22 TC903.82'904.32 TC904.10'904.60 TC903.91'904.41 TC903.39'903.89 TC904.7' ±MATCH2.9%5.3%4.3%1.9 % 2.8%2.8%4.3%898.00' BW901.67' TW903.40'903.1' ±MATCH903.6' ±MATCH903.6' ±MATCH903.9' ±MATCH2.6% 2.4%1.1%3.5%903.68'904.18 TC1.7%0.1% 1.4%0.9%904.2' ±MATCH904.2' ±MATCH904.1' ±MATCH903.50'904.00 TC903.50'904.00 TC903.50'903.08'903.45'903.50'903.50'903.50'903.50'903.50'904.04'904.10'902.74' LP904.38'904.04'903.2' ±MATCH905 905 903 904 904 906 906 907 907 908 908901902903 904904904903903.50'903.50 TC904.16'903903 9 0 2 902 9039049059 0 6 90 2 33.3%903.33'903.83 TC902.18'902.68 TC902.28'902.78 TC902.22'902.55 TC901.42'901.75 TC901.36'901.86 TC903 900 898899901902900 899901902901898897897897903902900899 901.00' LP898.00' BW902.00' TW900.50' BW902.00' TW902.67' TW895.91' BW902903896897898899900901902902 903 902.13' LP2:12:12:12:1EXPOSE BUILDING WALL FOUNDATIONAS SHOWN902.5 EOFOVERFLOW 901.75TOP OF BERM 902.256020SCALE IN FEET Know what's below. Call before you dig. RA1GRADING PLAN1" = 20'C-201GRADING PLANAMC23004PROJECT NO.SHEETCERTIFICATIOND E S I G NCIVIL ENGINEERING | LANDSCAPE ARCHITECTURE310 4TH AVE SOUTH, SUITE 1006MINNEAPOLIS, MN 55415www.elanlab.comp 612.260.7980f 612.260.7990123456EDCBA I hereby certify that this plan, specification or reportwas prepared by me, or under my direct supervision,and that I am a duly Licensed Professional Engineerunder the laws of the state of MINNESOTA.Stephen M. Johnston1891401/25/2024NOT FORCONSTRUCTIONREGISTRATION NO.DATERESPONSE TO CITYCOMMENTS01/25/2024LINO LAKESINDUSTRIAL ANDSTORAGE CENTERLINO LAKES, MINNESOTAISSUEDATESHEET INDEXPROJECTAMCON6121 BAKER RD, SUITE 101MINNETONKA, MINNESOTA 55345651-379-9090LARIAT COMPANIES INC.8345 Crystal View Rd. #200Eden Prairie, Minnesota, 55344OWNERGRADING NOTES1.VERIFY ALL FIELD CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ORUNKNOWN UTILITIES ARE FOUND THAT IMPACT DESIGN OR IMPAIR CONSTRUCTION, THE ENGINEER AND OWNER SHOULD BEIMMEDIATELY NOTIFIED.2.ALL WORK TO COMPLY WITH CURRENT MINNESOTA DEPARTMENT OF TRANSPORTATION (MNDOT) STANDARD SPECIFICATIONSFOR CONSTRUCTION UNLESS NOTED.3.ALL SILT, FAT CLAYS, AND TOPSOIL SHALL BE REMOVED FROM WITHIN THE PROPOSED BUILDING PAD. A GEOTECHNICALENGINEER OR THEIR DESIGNATED REPRESENTATIVE SHALL OBSERVE THE PROJECT EXCAVATIONS TO VERIFY THATUNSUITABLE MATERIALS HAVE BEEN PROPERLY REMOVED FROM PROPOSED STRUCTURAL AREAS, THAT ADEQUATE BEARINGSUPPORT IS PROVIDED BY THE EXPOSED SOILS AND THAT STRUCTURAL FILL IS PLACED APPROPRIATELY. THE EXPOSED SOILAT THE BASE OF FOOTINGS OR THICKENED SLAB SHALL BE COMPACTED TO 98 PERCENT PROCTOR DRY DENSITY (ASTM D698).4.ON-SITE SOIL IS GENERALLY SUITABLE FOR STRUCTURAL FILL. FAT CLAY OR ORGANIC SOILS SHALL NOT BE USED FORSTRUCTURAL FILL. PLACEMENT OF STRUCTURAL FILL SHALL BE OBSERVED AND TESTED BY AN EXPERIENCED TECHNICIAN ORENGINEER TO VERIFY THAT PROPER COMPACTION HAS BEEN ACHIEVED. STRUCTURAL FILL SHALL BE MOISTURE CONDITIONED(DRIED OR WETTED) AS APPROPRIATE PRIOR TO PLACEMENT. MOISTURE CONDITIONED ENGINEERED FILL SHALL BE PLACEDAND COMPACTED IN LOOSE LIFTS OF 8 INCHES OR LESS. EACH LIFT OF FILL SHOULD BE COMPACTED BY LARGE VIBRATORYEQUIPMENT UNTIL THE IN-PLACE SOIL DENSITY IS EQUAL TO OR GREATER THAN THE CRITERIA ESTABLISHED WITHIN THEFOLLOWING TABULATION.TYPE OF CONSTRUCTION COMPACTION CRITERIA MOISTURE CONTENT VARIANCE FROM OPTIMUM (% RESPECTIVE PROCTOR)NON-ENGINEERED FILL (GREEN SPACE) 90 ENGINEERED FILL BELOW FOUNDATIONS 98AND FLOORS AT CLIMATE CONTROL BUILDINGENGINEERED FILL BELOW COLD 100 STORAGE SLABSENGINEERED FILL PLACED AS PAVEMENT100 FOR SAND AND GRAVELAGGREGATE BASE(CLAY NOT ACCEPTABLE)ENGINEERED FILL PLACED MORE THAN 3 FEET 95BELOW PAVEMENT AGGREGATE BASE ENGINEERED FILL PLACED IN UPPER 3 FEET 100BELOW PAVEMENT AGGREGATE BASE5.SIDEWALLS SHALL BE RETAINED BENCHED OR SLOPED TO PROVIDE SAFE WORKING CONDITIONS. THE CONTRACTOR IS SOLELYRESPONSIBLE FOR ASSESSING THE STABILITY OF AND EXECUTING PROJECT EXCAVATIONS USING SAFE METHODS. THECONTRACTOR IS ALSO RESPONSIBLE FOR NAMING THE “COMPETENT INDIVIDUAL” AS PER SUBPART P OF 29 CFR 1926.6(FEDERAL REGISTER - OSHA).6.CONTRACTOR IS RESPONSIBLE FOR THE DESIGN OF SOIL, UTILITY AND BUILDING RETENTION SYSTEMS.7.PAVEMENT: SEE DETAILS SHEET C-501 FOR BITUMINOUS AND CONCRETE PAVEMENT SECTION.8.CONCRETE MIX NO. 3F52 (MNDOT 2461) SHALL BE USED FOR HAND PLACED FORMED CURB AND GUTTER, MEDIANS, DRIVEWAYS,CROSS GUTTERS, SIDEWALKS, PEDESTRIAN RAMPS AND MEDIANS. CONCRETE MIX NO. 3F32, MNDOT SPECIFICATION 2461)SHALL BE USED FOR AN EXTRUSION MACHINE PLACEMENT OF CONCRETE. IN THE PRODUCTION OF CONCRETE, AN AIRENTRAINING AGENT SHALL BE ADDED TO THE MIX ACCORDING TO MNDOT 2461.4. 9.FORM COATING MATERIAL SHALL MEET MNDOT 3902.10.CONCRETE INSTALLATION SHALL CONFORM WITH MNDOT 2531.11.SITE CONCRETE FINISHING - CONCRETE SHALL BE STRUCK TRUE TO CROSS SECTION AS SHOWN ON THE PLANS. N OADDITIONAL WATER MAY BE ADDED TO AID IN THE FINISHING PROCESS. A LIGHT BROOM FINISH WILL BE REQUIRED AT RIGHTANGLES TO THE CENTER LINE ON ALL CONCRETE WORK UNLESS DIRECTED OTHERWISE. ALL EXPOSED EDGES AND JOINTS INCURB,GUTTER, SIDEWALK AND STEPS SHALL BE ROUNDED WITH A SUITABLE EDGING TOOL. BEFORE FINAL FINISHING, THECONTRACTOR SHALL CHECK THE CONCRETE WITH A TEN (10) FOOT STEEL STRAIGHT EDGE TO ENSURE THERE IS NO VARIATIONGREATER THAN 3/16” FROM THE STRAIGHT EDGE ON TANGENT LINES OR GRADES. IF DEVIATIONS GREATER THAN 3/16” AREFOUND THE WORK WILL BE CONSIDERED AS UNACCEPTABLE AND WILL BE REQUIRED TO BE REMOVED AND REPLACED AT NOEXPENSE TO THE OWNER.12.CONCRETE CURING SHALL BE PERFORMED BY APPLYING A MEMBRANE CURING COMPOUND (TYPE 2, WHITE PIGMENTED, MNDOT3754) TO THE EXPOSED SURFACE OF THE CONCRETE WITHIN ONE (1)HOUR AFTER FINISHING THE CONCRETE SURFACES. WHENTHE FORMS ARE REMOVED IN LESS THAN 72 HOURS AFTER PLACING THE CONCRETE, THE CURING COMPOUND SHALL BEAPPLIED IMMEDIATELY TO THE EXPOSED SURFACES. THE RATE OF APPLICATION OF CURING COMPOUND SHALL BE 150 SQUAREFEET PER GALLON. THE COMPOUND SHALL APPEAR AS WHITE AS A SHEET OF PAPER AFTER APPLICATION ON THE CONCRETESURFACE.13.PREFORMED EXPANSION JOINTS SHALL MEET MNDOT 3702, AND SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS: AT THEBEGINNING AND END OF ALL CURB AND GUTTER RADII. WHERE NEW CONCRETE SURROUNDS, ADJOINS, OR ABUTS ANY EXISTINGFIXED OBJECTS SUCH AS FIRE HYDRANTS, BUILDING FOUNDATIONS, CONCRETE DRIVEWAYS, SIDEWALKS, AND OTHER RIGIDSTRUCTURES. AFTER EACH LOAD OF CONCRETE WHEN PLACING CURB AND EVERY 100 FEET WHEN PLACING SIDEWALK.CONTRACTION JOINTS WILL NOT BE SEALED BUT WILL BE REQUIRED AT A SPACING OF 10 FEET ON CURB AND GUTTER AND ONSIDEWALK CONSTRUCTION AS SHOWN ON THE PLAN. CONTRACTION JOINTS WILL BE CUT TO A DEPTH 1/3 THE THICKNESS OFTHE CONCRETE, SURFACE AND BACK OF ALL CURBS. CONTRACTION JOINTS SHALL BE PLACED SO THAT NO SLAB IS LARGERTHAN 100 SQUARE FEET IN AREA. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING CONTRACTION JOINTS THATPREVENT CONCRETE FROM CRACKING AT OTHER LOCATIONS.14.CONCRETE TESTING INCLUDING SLUMP, AIR ENTRAINMENT, TEMPERATURE AND COMPRESSIVE STRENGTH SHALL BEPERFORMED ON THE FIRST LOAD OF THE DAY FOR ALL CONCRETE POURS OF AT LEAST 4 CUBIC YARDS. AN ADDITIONAL TESTSHALL BE PERFORMED FOR EACH 100 CUBIC YARDS OR PORTION THEREOF.15.AGGREGATE BASE FINAL SHAPING AND COMPACTION OF THE AGGREGATE BASE SHALL BE DONE JUST PRIOR TOCONSTRUCTION OF THE CONCRETE OR BITUMINOUS SURFACE. THE FINISHED SURFACE OF THE BASE SHALL SHOW NOVARIATION GREATER THAN 1/2 INCH FROM A TEN (10) FOOT STRAIGHT EDGE.16.PLANT MIXED BITUMINOUS MIXTURE SHALL BE SPREAD WITHOUT SEGREGATION, AT THE SPECIFIED RATE TO THE CROSSSECTION SHOWN IN THE PLANS AND PER MNDOT 3151.17.ADJUST ALL SURFACE COURSES TO NOT GREATER THAN 3/16 INCH ABOVE ADJACENT CURB AND VALLEY GUTTERS WHEREWATER FLOWS TO CURB OR VALLEY, AND FLUSH WHERE WATER FLOWS AWAY FROM CURB, OR 1/2 INCH ABOVE MANHOLEFRAMES, VALVE BOXES OR OTHER FIXED STRUCTURES.18.THE THICKNESS OF EACH BITUMINOUS COURSE SHALL BE WITHIN 1/4 INCH OF THE THICKNESS AS SHOWN ON THE PLANS. THETOTAL THICKNESS OF ALL BITUMINOUS COURSES SHALL BE WITHIN 1/2 INCH.19.PRIOR TO CONSTRUCTING THE BITUMINOUS BINDER AND/OR WEARING COURSES, THE CONTRACTOR SHALL SWEEP ROADWAY.THE SWEEPER SHALL BE A SELF-PROPELLED PICK-UP (WITH WATER) SWEEPER. A SIDE-THROW SWEEPER WILL NOT BEALLOWED.20.TACK COAT SHALL CONFORM TO MNDOT 2357.2.A.21.BITUMINOUS PAVEMENTS SHALL BE COMPACTED TO 92% OF THE MAXIMUM THEORETICAL DENSITY. THE OWNER MAY AT THEIROPTION PERFORM AGGREGATE AND BITUMINOUS TESTING. THE COST OF ALL FAILING TESTS MAY BE BACK-CHARGED TO THECONTRACTOR.-3 TO +3% FOR SAND AND GRAVEL SOILS<3% FOR CLAY SOILS -2 TO +2% FOR SAND AND GRAVEL SOILS<3% FOR CLAY SOILS -3 TO +3% FOR SAND AND GRAVEL SOILS<3% FOR CLAY SOILS -3 TO +3% FOR SAND ANDGRAVEL SOILS-3 TO +3% FOR SAND AND GRAVEL SOILS<3% FOR CLAY SOILS -3 TO +3% FOR SAND AND GRAVEL SOILS<3% FOR CLAY SOILS HEAVY DUTY BITUMINOUS PAVEMENTCONCRETE PAVEMENTLIGHT DUTY BITUMINOUS PAVEMENTIMPERVIOUSBUILDINGTOTAL IMPVNPDES AREA SUMMARYPAVEMENTTOTAL DISTURBED AREA TOTAL PERVIOUS2.495 ACRES2.339 ACRES0.156 ACRES0.156 ACRES0.00 ACRES2.495 ACRES1.005 ACRES1.490 ACRES0.528 ACRES0.827 ACRESLEGENDCONSTRUCTION LIMITSPERVIOUSIMPERVIOUSEXISTINGPROPOSEDPROOF OF PARKING0.135 ACRES