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9 <br />0.00 <br />LC <br />PROPOSED <br />DRAINFIELD <br />LOCATION <br />SEPTIC <br />TANKS HOLDING <br />TANKS <br />GRAVEL <br />STORAGE <br />AREA <br />995 <br />1000 <br />1005 <br />1010 <br />1015 <br />1020 <br />1025 <br />1025 <br />10251020 <br />1015 <br />1010 <br />1010 <br />1015 <br />1015 <br />10 <br />1 <br />5 <br />102 <br />0 <br />10 <br />2 <br />0 <br />10 <br />1 <br />5 <br />10 <br />2 <br />0 <br />1 <br />0 <br />2 <br />0 <br />10 <br />1 <br />0 <br />10 <br />1 <br />0 <br />1020 10201020 <br />1025 <br />1020 <br />101 <br />510051000100510101015 <br />1020 <br />1025 1010100510001 <br />0 <br />3 <br />0 <br />10 <br />2 <br />5 <br />1 <br />0 <br />2 <br />0 <br />99 <br />3 <br />99 <br />4 <br />996 <br />997 <br />998 <br />999 <br />1001 <br />1002 <br />1003 <br />1004 <br />1006 <br />1007 <br />1008 <br />1009 <br />1011 <br />1012 <br />1013 <br />1014 <br />1016 <br />1017 <br />1018 <br />1019 <br />1021 <br />1022 <br />1023 <br />1024 <br />1026 <br />1027 <br />1 <br />0 <br />2 <br />8 <br />1028 <br />10291026 <br />1027 <br />1 <br />0 <br />2 <br />2 10231 <br />0 <br />2 <br />4 <br />1023102410261021 <br />1022 <br />1023 <br />102 <br />4 <br />1016 <br />1017 <br />1018 <br />1019 <br />1011 <br />1012 <br />1013 <br />1014 <br />1007 <br />1016 <br />1017 <br />101 <br />8 <br />1019 <br />1025 <br />1021102210231024 <br />1026 <br />102710281029 <br />1 <br />0 <br />2 <br />1 <br />10211 <br />0 <br />2 <br />2 <br />10221 <br />0 <br />2 <br />3 <br />1 <br />0 <br />2 <br />3 <br />1026 <br />10161017101810191025 10301031 <br />1032 <br />103 <br />3102710281029 1035103310341 <br />0 <br />3 <br />0 <br />10 <br />3 <br />5 <br />1031 <br />1032 <br />10 <br />3 <br />3 <br />10 <br />3 <br />4 <br />1 <br />0 <br />2 <br />1 <br />1 <br />0 <br />2 <br />2 <br />1 <br />0 <br />2 <br />3 <br />1 <br />0 <br />2 <br />4 <br />10 <br />2 <br />6 <br />10 <br />2 <br />7 <br />10 <br />2 <br />8 <br />10 <br />2 <br />99951000 1005101099399499699799899910011002100310041006100710081009101510201025103010351 <br />0 <br />3 <br />8 <br />9989991001100210031004100610071008100910111012101310141016101710181019 <br />102 <br />1102 <br />2 <br />1023 <br />1024 <br />101 <br />5 <br />1020 <br />1010 <br />1005 <br />100 <br />0 <br />998 <br />999 <br />1005 <br />1010 <br />1015 <br />1 <br />0 <br />1 <br />510101005 BUILDING FFE 1022 <br />102010 <br />1 <br />9 <br />1019 1021102 <br />5 <br />103 <br />010211 <br />0 <br />2 <br />2 <br />10 <br />2 <br />3 <br />10 <br />2 <br />4 <br />102 <br />6 <br />102 <br />7 <br />102 <br />8 <br />102 <br />9 <br />1020 <br />1018 <br />1019 <br />1021 <br />10 <br />2 <br />1 <br />1015 <br />10101011 <br />100910001020 <br />1021 <br />1020 <br />1017 <br />1018 <br />1019 <br />1021 <br />102110211021 <br />1010 <br />1015 <br />1015 <br />1015 <br />DMHCB-2 <br />RE:1020.05 <br />IE:1015.90 E <br />IE:1015.80 NW <br />CB-1 <br />RE:1020.05 <br />IE:1016.05 W <br />MHCB-5 <br />RE:1020.00 <br />IE:1014.47 S <br />IE:1014.37 NW <br />MHCB-3 <br />RE:1019.88 <br />IE:1015.42 SE <br />IE:1015.32 N <br />MHCB-4 <br />RE:1019.88 <br />IE:1015.19 S <br />IE:1015.09 N <br />MHCB-7 <br />RE:1019.82 <br />IE:1015.82 N <br />CB-16 <br />RE:1019.25 <br />IE:1015.25 SE MH-13 <br />RE:1020.47 <br />IE:1013.76 E <br />IE:1016.02 N <br />IE:1013.79 SW <br />MHCB-12 <br />RE:1018.82 <br />IE:1014.66 N <br />IE:1014.56 W <br />CB-11 <br />RE:1018.79 <br />IE:1014.79 S <br />FES-17 <br />IE:1013.00 <br />FES-15 <br />IE:1013.00 <br />FES-8 <br />IE:1013.00 FES-6 <br />IE:1013.00 <br />1012 1013 <br />1016 <br />1019 10201021 <br />1012101310141015101610171018 <br />1018 1017 <br />1014 1015 <br />1011D <br />D <br />FES-10 <br />IE:1005.00 <br />FES-19 <br />IE:1014.85 <br />OUTLET STRUCTURE-18 <br />IE:1015.00 W <br />OUTLET STRUCTURE-9 <br />IE:1013.50 N <br />STORMWATER BIOFILTRATION BASIN <br />STORMWATER FILTRATION BASIN <br />EXISTING <br />WETLAND <br />EXISTING <br />WETLAND <br />EXISTING <br />WETLAND <br />140TH STREET <br />EMERGENCY <br />OVERFLOW <br />1019.50 <br />PROPOSED <br />WELL <br />CB-14 <br />RE:1020.40 <br />IE:1016.40 S <br />This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. 2018 KIMLEY-HORN AND ASSOCIATES, INC. <br />767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 <br />PHONE: 651-645-4197 <br />WWW.KIMLEY-HORN.COM <br />K:\TWC_LDEV\OERTEL\Hugo\CAD\Plan Sheets\C5-GRADING PLAN.dwg June 01, 2020 - 2:56pm© <br />XXXXXXXXX <br />HUGO, MN <br />CITY OF HUGO <br />MAINTENANCE <br />FACILITY <br />1795 ST. CLAIR AVENUE <br />ST. PAUL, MN 55105 <br /> (651) 696-5186 <br />www.oertelarchitects.com <br />OERTEL <br />ARCHITECTS <br />XX/XX/XXXX <br />XX/XX/XXXX <br />_____ <br />RKM <br />XXX <br />NORTH <br />GRADING PLAN, <br />STORMWATER, <br />SEWER, WATER <br />C201 <br />GRADING PLAN NOTES <br />1.CONTRACTOR TO CALL GOPHER STATE CALL ONE @ 1-800-252-1166 AT LEAST TWO <br />WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS. <br />2.STORM SEWER PIPE SHALL BE AS FOLLOWS: <br />RCP PER ASTM C-76 <br />HDPE: 0" - 10" PER AASHTO M-252 <br />HDPE: 12" OR GREATER PER ASTM F-2306 <br />PVC SCH. 40 PER ASTM D-3034 <br />STORM SEWER FITTINGS SHALL BE AS FOLLOWS: <br />RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 <br />HDPE PER ASTM 3212 <br />PVC PER ASTM D-3034, JOINTS PER ASTM D-3212 <br />3.CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTING <br />UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THE <br />CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY <br />DISCREPANCIES OR VARIATIONS. <br />4.SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO <br />HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. <br />WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE <br />EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING <br />PAVEMENT. <br />5.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. <br />6.CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM <br />SEWER ALIGNMENTS. <br />7.ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED <br />UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF <br />THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. <br />8.CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND <br />GUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE. <br />9.UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALL <br />STREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BE <br />RE-VEGETATED WITH A MINIMUM OF 6" OF TOPSOIL (SEE LANDSCAPE PLAN). <br />10.GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING <br />DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO <br />CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO <br />CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL <br />SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR <br />AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL <br />BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY <br />ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO <br />PAVING. <br />11.ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDING <br />MANHOLE CONNECTIONS. <br />12.ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENT <br />PLUMBING CODE. <br />PROPOSED SANITARY SEWER <br />PROPOSED STORM SEWER <br />PROPERTY LINE <br />EXISTING CONTOUR <br />PROPOSED CONTOUR925 <br />PROPOSED SPOT ELEVATION100.00 <br />LEGEND <br />PROPOSED HIGH POINT ELEVATION HP:0.0 <br />PROPOSED LOW POINT ELEVATION <br />PROPOSED GUTTER ELEVATION <br />PROPOSED TOP OF CURB ELEVATION <br />PROPOSED FLUSH PAVEMENT ELEVATION <br />LP:0.0 <br />G:0.00 <br />T:0.00 <br />PROPOSED EMERGENCY OVERFLOW <br />T/G:0.0 <br />EOF:0.0 <br />0.0%PROPOSED DRAINAGE DIRECTION <br />0.00%PROPOSED ADA SLOPE <br />ME:0.0 MATCH EXISTING ELEVATION <br />PROPOSED STORM MANHOLE (SOLID CASTING) <br />PROPOSED STORM MANHOLE (ROUND INLET CASTING) <br />PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) <br />PROPOSED STORM SEWER CLENOUT <br />PROPOSED RIPRAP <br />PROPOSED FLARED END SECTION <br />CO <br />D <br />PROPOSED GRADE BREAK LINE <br />PROPOSED SWALE <br />PROPOSED WATER SERVICE <br />SITE <br />P <br />L <br />A <br />N <br />SUB <br />MI <br />T <br />T <br />A <br />L <br />NOT <br />F <br />O <br />R <br />CON <br />S <br />T <br />R <br />U <br />C <br />TI <br />O <br />N <br />Basin expansion <br />needed to meet 0.1 <br />cfs/acre requirement <br />Basin expansion <br />needed to meet 0.1 <br />cfs/acre requirement <br />FLAMMABLE <br />WASTE TANKS