Laserfiche WebLink
BUILDING <br />FFE 963.0 <br />34,060 +/- SF. <br />T <br />NO PARKIN <br />G <br />NO PARKIN <br />G <br />1 <br />. <br />5 <br />% <br />962.35' <br />1. <br />5 <br />% <br />961.70' <br />961.15' <br />962.90' <br />2. <br />5 <br />% <br />1.2% <br />1. <br />5 <br />% <br />1. <br />5 <br />% <br />1. <br />5 <br />% <br />963.73' <br />963.75'962.65' <br />964.03' <br />963.94' <br />959.90' <br />959.1' ± <br />MATCH <br />960.92' HP <br />963.45'963.06' <br />1.5 <br />% <br />1. <br />9 <br />% <br />2.8 <br />% <br />965.30' <br />1. <br />9 <br />% <br />962.57'962.90' TC <br />963.00'963.00' TC <br />962.90' TC <br />962.68' TC <br />960.87' <br />960.75' <br />961.15' HP <br />962.25' <br />963.55' <br />962.95' <br />963.60' <br />965.35' <br />961.66' LP <br />963.00' <br />961.70' <br />962.57' <br />962.03' <br />960.26' <br />962.85' <br />962.40' <br />960.50' <br />961.40' LP <br />962.54' LP <br />962.70' LP <br />962.70' LP <br />963.20' HP <br />3.2% <br />961.90' <br />962.53' <br />960.90' <br />961.50' <br />3.3 <br />% <br />961.65' <br />961.50' <br />961.50' <br />1.7% <br />961.50' TC 961.50'961.83' TC <br />960.89'961.22' TC <br />961.38' <br />960.50' LP <br />3. <br />5 <br />% <br />1.6% <br />961.50' <br />961.10' <br />960.70' <br />959.9' ± <br />MATCH <br />959.9' ± <br />MATCH <br />962.63' <br />962.90' <br />963.00' <br />963.00'963.00' TC <br />962.60'962.93' TC <br />964.65' <br />964.20' HP <br />963.75' <br />960.50' LP <br />963.92' <br />963.39' <br />960.74'960.70' <br />963.81' <br />963.65' <br />964.03' <br />2.9% <br />963.20' <br />963.05'963.10' <br />963.30' <br />962.80' <br />961.44' LP <br />962.11'961.82' <br />961.90'960.90' LP <br />962.10' <br />961.85'3.7 <br />% <br />962.20' <br />961.70' <br />963.21' <br />965.59' <br />964.90' <br />964.15' <br />964.25' <br />964.03' <br />962.17' <br />962.45' <br />959.75' LP <br />960.10' <br />959.80' LP <br />962.45' <br />963.50' <br />963.48' <br />963.12' <br />962.99' <br />963.90' <br />964.20' <br />963.30' <br />963.60' <br />963.10' <br />2.0% <br />964.00' <br />963.70' <br />1.5 <br />% <br />963.00'1.9% <br />964.00' <br />964.30' <br />964.30' <br />1.8 <br />% <br />964.10' <br />962.77' <br />963.65' <br />963.24' <br />962.77' <br />963.53' <br />962.85' <br />964.00' <br />963.90' <br />963.65' <br />959.80' <br />A3 <br />C-202 <br />A1 <br />C-202 <br />D3 <br />C-202 <br />962.22' <br />961.75' <br />9 <br />6 <br />1 <br />961 <br />9 <br />6 <br />2 <br />9 <br />6 <br />3 <br />9 <br />6 <br />4 <br />965 <br />962 <br />963 <br />964 <br />962 <br />961 <br />962 <br />962961 <br />962 <br />9 <br />6 <br />1 <br />9 <br />6 <br />4 <br />9 <br />6 <br />4 <br />96 <br />5 <br />9 <br />6 <br />3 <br />9 <br />6 <br />2 <br />9 <br />6 <br />5 <br />9 <br />6 <br />4 <br />9 <br />6 <br />3 <br />9 <br />6 <br />2 <br />9 <br />6 <br />2 <br />9 <br />6 <br />2 <br />963 <br />962 <br />965 <br />964 <br />963 <br />962 <br />962 <br />962 962 <br />9 <br />6 <br />5 <br />9 <br />6 <br />3 <br />96 <br />4 <br />964 <br />963 <br />96 <br />3 <br />963 <br />96 <br />3 <br />963 <br />96 <br />4 <br />964 <br />964 <br />964 <br />9 <br />6 <br />4 <br />964 <br />96 <br />4 <br />96 <br />3 <br />964 <br />963 <br />964 <br />964 <br />962 <br />961 <br />960 <br />960 <br />961 <br />962 <br />962 <br />96 <br />2 <br />96 <br />1 <br />9 <br />6 <br />1 <br />960 <br />96 <br />0 961 <br />959 <br />96 <br />0 <br />95 <br />8 <br />960 <br />960 <br />961957 <br />962 <br />96 <br />1 <br />961 <br />961.73' <br />961.76' <br />962.53' <br />962.53' <br />CO <br />CO <br />T <br />CO <br />CONSTRUCTION LIMITS <br />CONSTRUCTION LIMITS <br />CONSTRUCTION LIMITS <br />CONSTRUCTION LIMITS <br />CONSTRUCTION LIMITS <br />9030 <br />SCALE IN FEET <br /> <br />Know what's below. Call before you dig. <br /> R <br />A1 GRADING PLAN <br />1" = 30'ARC23018 <br />PROJECT NO. <br />I hereby certify that this plan, specification or report <br />was prepared by me, or under my direct supervision, <br />and that I am a duly Licensed Professional Engineer <br />under the laws of the state of MINNESOTA. <br />Stephen M. Johnston <br />18914 07/23/2024 <br />SITE PLANREVIEW <br />07/23/24 <br />NOT FOR <br />CONSTRU <br />C <br />T <br />I <br />O <br />N <br />SHEET <br />CERTIFICATION <br />REGISTRATION NO. <br />DATE <br />REVISION DATE <br />ISSUE <br />PROJECT <br />D E S I G N <br />CIVIL ENGINEERING | LANDSCAPE ARCHITECTURE <br />3 1 0 4 T H A V E S O U T H , S U I T E 1 0 0 6 <br />M I N N E A P O L I S , M N 5 5 4 1 5 <br />www.elanlab.comp 612.260.7980 <br />f 612.260.7990 <br />1 2 3 4 5 6 <br />E <br />D <br />C <br />B <br />A <br />BARNETT KIA <br />GEM LAKE, MINNESOTA <br />1600 WEST LAKE STREET, <br />SUITE 127 <br />MINNEAPOLIS, MN 55408 <br />612-436-4030 <br />BARNETT COMPANIES, INC. <br />3430 HIGHWAY 61 N., <br />WHITE BEAR LAKE, MN 55110 <br />C/O MIKE BARNETT <br />651-429-3391 <br />PHILLIPS ARCHITECTS & <br />CONTRACTORS <br />401 NORTH THIRD STREET, <br />SUITE 450 <br />MINNEAPOLIS, MN 55401 <br />C/O DAVID PHILLIPS <br />612-868-1261 <br />C-201 <br />GRADING PLAN <br />GRADING NOTES <br />HEAVY DUTY BITUMINOUS PAVEMENT <br />CONCRETE PAVEMENT <br />LIGHT DUTY BITUMINOUS PAVEMENT <br />IMPERVIOUS <br />EXISTING PROPOSED <br />BUILDING <br />TOTAL IMPV <br />NPDES AREA SUMMARY <br />PAVEMENT <br />TOTAL DISTURBED AREA <br />TOTAL PERVIOUS <br />0.73 ACRES <br />1.VERIFY ALL FIELD CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES OR UNKNOWN UTILITIES ARE FOUND THAT IMPACT DESIGN OR IMPAIR <br />CONSTRUCTION, THE ENGINEER AND OWNER SHOULD BE IMMEDIATELY NOTIFIED. <br />2.FOLLOW RECOMMENDATIONS PRESENTED IN GEOTEHNICAL EVALUATION PREPARED FOR BARNETT COMPANIES DATED JULY 17, 2023 BY BRAUN INTERTEC. <br />3.ALL WORK TO COMPLY WITH CURRENT MINNESOTA DEPARTMENT OF TRANSPORTATION (MNDOT) STANDARD SPECIFICATIONS FOR CONSTRUCTION UNLESS NOTED. <br />4.ON-SITE GRANULAR SOIL IS GENERALLY SUITABLE FOR STRUCTURAL FILL. SILT, CLAY OR ORGANIC SOILS SHALL NOT BE USED FOR STRUCTURAL FILL. PLACEMENT OF STRUCTURAL FILL SHALL BE <br />OBSERVED AND TESTED BY AN EXPERIENCED TECHNICIAN OR ENGINEER TO VERIFY THAT PROPER COMPACTION HAS BEEN ACHIEVED. STRUCTURAL FILL SHALL BE MOISTURE CONDITIONED (DRIED <br />OR WETTED) AS APPROPRIATE PRIOR TO PLACEMENT. MOISTURE CONDITIONED ENGINEERED FILL SHALL BE PLACED AND COMPACTED IN LOOSE LIFTS OF 8 INCHES OR LESS. EACH LIFT OF FILL <br />SHOULD BE COMPACTED BY LARGE VIBRATORY EQUIPMENT UNTIL THE IN-PLACE SOIL DENSITY IS EQUAL TO OR GREATER THAN THE CRITERIA ESTABLISHED WITHIN THE FOLLOWING TABULATION. <br />TYPE OF CONSTRUCTION COMPACTION CRITERIA MOISTURE CONTENT VARIANCE <br /> FROM OPTIMUM (% RESPECTIVE PROCTOR) <br />NON-ENGINEERED FILL (GREEN SPACE) 90 <br />ENGINEERED FILL PLACED AS PAVEMENT 100 FOR SAND AND GRAVEL <br />AGGREGATE BASE (CLAY NOT ACCEPTABLE) <br />ENGINEERED FILL PLACED MORE THAN 3 FEET 95 <br />BELOW PAVEMENT AGGREGATE BASE <br /> ENGINEERED FILL PLACED IN UPPER 3 FEET 100 <br />BELOW PAVEMENT AGGREGATE BASE <br />5.SIDEWALLS SHALL BE RETAINED BENCHED OR SLOPED TO PROVIDE SAFE WORKING CONDITIONS. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ASSESSING THE STABILITY OF AND EXECUTING <br />PROJECT EXCAVATIONS USING SAFE METHODS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR NAMING THE “COMPETENT INDIVIDUAL” AS PER SUBPART P OF 29 CFR 1926.6 (FEDERAL REGISTER - <br />OSHA). <br />6.CONTRACTOR IS RESPONSIBLE FOR THE DESIGN OF SOIL, UTILITY AND BUILDING RETENTION SYSTEMS. <br />7.PAVEMENT: SEE DETAILS SHEET C-501 FOR BITUMINOUS AND CONCRETE PAVEMENT SECTION. <br />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. <br />CONCRETE MIX NO. 3F32, MNDOT SPECIFICATION 2461) SHALL BE USED FOR AN EXTRUSION MACHINE PLACEMENT OF CONCRETE. IN THE PRODUCTION OF CONCRETE, AN AIR ENTRAINING AGENT <br />SHALL BE ADDED TO THE MIX ACCORDING TO MNDOT 2461.4. <br /> <br />9.FORM COATING MATERIAL SHALL MEET MNDOT 3902. <br />10.CONCRETE INSTALLATION SHALL CONFORM WITH MNDOT 2531. <br />11.SITE CONCRETE FINISHING - CONCRETE SHALL BE STRUCK TRUE TO CROSS SECTION AS SHOWN ON THE PLANS. N O ADDITIONAL WATER MAY BE ADDED TO AID IN THE FINISHING PROCESS. A LIGHT <br />BROOM FINISH WILL BE REQUIRED AT <br />RIGHT ANGLES TO THE CENTER LINE ON ALL CONCRETE WORK UNLESS DIRECTED OTHERWISE. ALL EXPOSED EDGES AND <br />JOINTS IN CURB,GUTTER, SIDEWALK AND STEPS SHALL BE ROUNDED WITH A SUITABLE EDGING TOOL. BEFORE FINAL FINISHING, THE CONTRACTOR SHALL CHECK THE CONCRETE WITH A TEN (10) <br />FOOT STEEL STRAIGHT EDGE TO ENSURE THERE IS NO VARIATION GREATER THAN 3/16” FROM THE STRAIGHT EDGE ON TANGENT LINES OR GRADES. IF DEVIATIONS GREATER THAN 3/16” ARE FOUND <br />THE WORK WILL BE CONSIDERED AS UNACCEPTABLE AND WILL BE REQUIRED TO BE REMOVED AND REPLACED AT NO EXPENSE TO THE OWNER. <br />12.CONCRETE CURING SHALL BE PERFORMED BY APPLYING A MEMBRANE CURING COMPOUND (TYPE 2, WHITE PIGMENTED, MNDOT 3754) TO THE EXPOSED SURFACE OF THE CONCRETE WITHIN ONE <br />(1)HOUR AFTER FINISHING THE CONCRETE SURFACES. WHEN THE FORMS ARE REMOVED IN LESS THAN 72 HOURS AFTER PLACING THE CONCRETE, THE CURING COMPOUND SHALL BE APPLIEDIMMEDIATELY TO THE EXPOSED SURFACES. THE RATE OF APPLICATION OF CURING COMPOUND SHALL BE 150 SQUARE FEET PER GALLON. THE COMPOUND SHALL APPEAR AS WHITE AS A SHEET OF <br />PAPER AFTER APPLICATION ON THE CONCRETE SURFACE. <br />13.PREFORMED EXPANSION JOINTS SHALL MEET MNDOT 3702, AND SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS: AT THE BEGINNING AND END OF ALL CURB AND GUTTER RADII. WHERE NEW <br />CONCRETE SURROUNDS, ADJOINS, OR ABUTS ANY EXISTING FIXED OBJECTS SUCH AS FIRE HYDRANTS, BUILDING FOUNDATIONS, CONCRETE DRIVEWAYS, SIDEWALKS, AND OTHER RIGID <br />STRUCTURES. 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 <br />SPACING OF 10 FEET ON CURB AND GUTTER AND ON SIDEWALK CONSTRUCTION AS SHOWN ON THE PLAN. CONTRACTION JOINTS WILL BE CUT TO A DEPTH 1/3 THE THICKNESS OF THE CONCRETE, <br />SURFACE AND BACK OF ALL CURBS. CONTRACTION JOINTS SHALL BE PLACED SO THAT NO SLAB IS LARGER THAN 100 SQUARE FEET IN AREA. THE CONTRACTOR IS RESPONSIBLE FOR <br />CONSTRUCTING CONTRACTION JOINTS THAT PREVENT CONCRETE FROM CRACKING AT OTHER LOCATIONS. <br />14.CONCRETE TESTING INCLUDING SLUMP, AIR ENTRAINMENT, TEMPERATURE AND COMPRESSIVE STRENGTH SHALL BE PERFORMED ON THE FIRST LOAD OF THE DAY FOR ALL CONCRETE POURS OF AT <br />LEAST 4 CUBIC YARDS. AN ADDITIONAL TEST SHALL BE PERFORMED FOR EACH 100 CUBIC YARDS OR PORTION THEREOF. <br />15.AGGREGATE BASE FINAL SHAPING AND COMPACTION OF THE AGGREGATE BASE SHALL BE DONE JUST PRIOR TO CONSTRUCTION OF THE CONCRETE OR BITUMINOUS SURFACE. THE FINISHED <br />SURFACE OF THE BASE SHALL SHOW NO VARIATION GREATER THAN 1/2 INCH FROM A TEN (10) FOOT STRAIGHT EDGE. <br />16.PLANT MIXED BITUMINOUS MIXTURE SHALL BE SPREAD WITHOUT SEGREGATION, AT THE SPECIFIED RATE TO THE CROSS SECTION SHOWN IN THE PLANS AND PER MNDOT 3151. <br />17.ADJUST ALL SURFACE COURSES TO NOT GREATER THAN 3/16 INCH ABOVE ADJACENT CURB AND VALLEY GUTTERS WHERE WATER FLOWS TO CURB OR VALLEY, AND FLUSH WHERE WATER FLOWSAWAY FROM CURB, OR 1/2 INCH ABOVE MANHOLE FRAMES, VALVE BOXES OR OTHER FIXED STRUCTURES. <br />18.THE THICKNESS OF EACH BITUMINOUS COURSE SHALL BE WITHIN 1/4 INCH OF THE THICKNESS AS SHOWN ON THE PLANS. THE TOTAL THICKNESS OF ALL BITUMINOUS COURSES SHALL BE WITHIN 1/2 <br />INCH. <br />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) <br />SWEEPER. A SIDE-THROW SWEEPER WILL NOT BE ALLOWED. <br />20.TACK COAT SHALL CONFORM TO MNDOT 2357.2.A. <br />21.BITUMINOUS PAVEMENTS SHALL BE COMPACTED TO 92% OF THE MAXIMUM THEORETICAL DENSITY. THE OWNER MAY AT THEIR OPTION PERFORM AGGREGATE AND BITUMINOUS TESTING. THE COST <br />OF ALL FAILING TESTS MAY BE BACK-CHARGED TO THE CONTRACTOR. <br />-4 TO +4% FOR SAND AND GRAVEL SOILS <br /><3% FOR CLAY SOILS <br />-3 TO +3% FOR SAND AND GRAVEL SOILS <br />-1 TO +3% FOR SAND AND GRAVEL SOILS <br /><3% FOR CLAY SOILS <br />-3 TO +3% FOR SAND AND GRAVEL SOILS <br /><3% FOR CLAY SOILS <br />LEGEND <br />4.90 ACRES <br />5.63 ACRES <br />0.39 ACRES <br />6.02 ACRES <br />0.78 ACRES <br />3.74 ACRES <br />4.52 ACRES <br />1.50 ACRES <br />6.02 ACRES CONSTRUCTION LIMITS <br />CONCRETE WALKWAY