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PUG PUG <br />PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG <br />MISC MISC MISC MISC MISC MISC MISC MISC MISC MISC MISC MISC MISC <br />MISC <br />MI <br />S <br />C <br />MI <br />S <br />C <br />MI <br />S <br />C <br />MI <br />S <br />C <br />MI <br />S <br />C <br />MI <br />S <br />C <br />MI <br />S <br />C <br />MI <br />S <br />C <br />MI <br />S <br />C <br />MI <br />S <br />C <br />MI <br />S <br />C <br />MI <br />S <br />C <br />MI <br />S <br />C <br />MI <br />S <br />C <br />MI <br />S <br />C <br />MI <br />S <br />C <br />GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS <br />P <br />U <br />G <br />PU <br />G <br />PU <br />G <br />PU <br />G <br />PU <br />G <br />PU <br />G <br />PU <br />G <br />PU <br />G <br />PU <br />G <br />PU <br />G <br />PU <br />G <br />PU <br />G <br />MISC <br />MI <br />S <br />C <br />MI <br />S <br />C <br />MI <br />S <br />C <br />MI <br />S <br />C <br />MI <br />S <br />C <br />MI <br />S <br />C <br />MI <br />S <br />C <br />MI <br />S <br />C <br />MI <br />S <br />C <br />MI <br />S <br />C <br />GA <br />S <br />GA <br />S <br />GA <br />S <br />GA <br />S <br />GA <br />S <br />GA <br />S <br />GA <br />S <br />GA <br />S <br />G <br />A <br />S <br />X <br />XX <br />X <br />X <br />X X X <br />ST <br />O <br />STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO <br />STO <br />PU <br />G <br />PU <br />G <br />PU <br />G <br />PU <br />G <br />PU <br />G <br />PU <br />G <br />PU <br />G <br />PU <br />G <br />PU <br />G <br />PU <br />G <br />PU <br />G <br />PU <br />G <br />ST <br />S <br />S <br />ST <br />O <br />ST <br />O <br />ST <br />O <br />ST <br />O <br />ST <br />O <br />ST <br />O <br />ST <br />O <br />ST <br />O <br />ST <br />O <br />ST <br />O <br />ST <br />O <br />ST <br />O <br />ST <br />O <br />ST <br />O <br />ST <br />O <br />ST <br />O <br />S <br />T <br />O <br />STO <br />STO <br />STO <br />STOSTOSTOSTO <br />ST <br />O <br />STO <br />S <br />S <br />18 <br />19 <br />20 <br />24 25 29 38 39 <br />41 <br />48 50 <br />53 <br />57 <br />58 <br />667475 <br />76 <br />77 <br />78 <br />79 <br />80 <br />81 <br />82 <br />83 <br />84 <br />85 <br />86 <br />87 <br />90 <br />91 <br />92 <br />93 <br />94 <br />95 <br />96 <br />97 <br />9899 <br />100 <br />101 <br />102 <br />103 <br />104 <br />105 <br />106 <br />107 <br />108 <br />109 <br />110 <br />111 <br />112 <br />113 <br />114 <br />115 <br />116 <br />117 118 <br />119 <br />120 <br />121 <br />122 <br />123 124 <br />125 <br />126 <br />127 <br />128 <br />129 <br />130 <br />131 <br />132 <br />133 <br />134 <br />13 <br />5 <br />136 <br />FOR <br />R <br />E <br />F <br />E <br />R <br />E <br />N <br />C <br />E <br /> <br />O <br />N <br />L <br />Y <br />93 <br />0 <br />93 <br />5 <br />935935 <br />940 <br />94 <br />0 <br />94 <br />0 <br />929 <br />93 <br />1 <br />932 <br />932 <br />93 <br />3 <br />93 <br />3 <br />93 <br />4 <br />9 <br />3 <br />4 <br />936 <br />936 <br />9 <br />3 <br />7 <br />93 <br />7 <br />937 <br />937 <br />93 <br />8 <br />93 <br />8 <br />938 <br />938 <br />93 <br />9 <br />93 <br />9 <br />939 <br />939 <br />939 <br />94 <br />1 <br />94 <br />1 <br />94 <br />1 <br />93 <br />5 <br />93 <br />4 <br />93 <br />6 <br />934 <br />21 <br />2728 <br />012 <br />3 <br />4 <br />8 7 6 5 4 3 2 1 <br />1 <br />2 <br />1 <br />1 <br />1 <br />0 <br />9 <br />20191817 <br />13 <br />14 <br />15 <br />16 <br />936.10 <br />936.10938.25939.60 <br />9 <br />4 <br />2 <br />. <br />0 <br />0 <br />9 <br />4 <br />2 <br />. <br />0 <br />0 <br />939.60 938.25 <br />939.25939.25 <br />94 <br />2 <br />. <br />0 <br />0 <br />94 <br />2 <br />. <br />0 <br />0 <br />P <br />P <br />P <br />P <br />P <br />P <br />H <br />W <br />L <br />HWL <br />HW <br />L <br />HWLHWLHWL <br />HW <br />L <br />HW <br />L <br />HW <br />L <br />HW <br />L <br />HW <br />L <br />H <br />W <br />L <br />HWL HWL <br />HWL <br />HWLHWL <br />HWL <br />HWL <br />HWL HWL H <br />W <br />L <br />9 <br />2 <br />4 <br />936 <br />93 <br />6 <br />935 <br />940 <br />9 <br />4 <br />0 <br />936 <br />936 <br />937 <br />937 <br />937 <br />937 <br />938 <br />938 <br />938 <br />938 <br />939 <br />9 <br />3 <br />9 <br />939 <br />941 <br />941 <br />941 <br />94 <br />1 <br />942 <br />942 <br />94 <br />2 <br />94 <br />2 <br />93 <br />5 <br />9 <br />4 <br />0 <br />93 <br />6 <br />93 <br />7 <br />93 <br />8 <br />93 <br />9 <br />9 <br />3 <br />9 <br />9 <br />3 <br />9 <br />9 <br />4 <br />1 <br />9 <br />4 <br />2 <br />938.56 <br />937.84 <br />937.71 <br />937.44 934.58 <br />934.57937.42 <br />937.42 934.60 <br />934.58 <br />E.O.F. <br />930.00 <br />939.68 <br />939.47 <br />938.11 <br />937.71 <br />934.85 <br />935.28 <br />934.81 <br />937.15 <br />936.55 <br />935.83 <br />938.15 <br />929.61929.29 <br />934.72 <br />935.71 <br />938.11 <br />929.29 <br />929.60 <br />938.00 <br />935.54 <br />935.44935.56 <br />936.55 <br />937.15 <br />939.68 <br />939.47 <br />937.71 <br />E.O.F. <br />935.61 <br />935.28 <br />934.81 <br />E.O.F. <br />938.40 <br />E.O.F. <br />935.01 <br />2.25% <br />2.45% <br />E.O.F. <br />940.13 <br />933.85 <br />938.74 <br />E.O.F. <br />935.41 <br />933.33 <br />936.11 <br />2. <br />8 <br />4 <br />% <br />2.20% <br />2. <br />2 <br />0 <br />% <br />2. <br />2 <br />0 <br />% <br />935 <br />9 <br />3 <br />6 <br />9 <br />3 <br />7 <br />934.65 <br />939.84 <br />2.20% <br />2 <br />. <br />2 <br />0 <br />% <br />938.78 <br />935.67 <br />935.05939.75 <br />937.08 <br />2.20%2.40% <br />2.40% <br />E.O.F. <br />937.90 <br />E.O.F. <br />935.97 <br />933.43 <br />933.43 <br />938.48 <br />938.71 <br />938.88 <br />2 <br />. <br />4 <br />5 <br />% <br />2.0 <br />3 <br />% <br />935.40 <br />2. <br />4 <br />1 <br />% <br />2. <br />3 <br />9 <br />% <br />2.20%935 <br />936937938 <br />935 <br />935.51 <br />935.45 <br />935.62 <br />E.O.F. <br />934.97 <br />934.93 <br />935.67938.03 <br />937.00 <br />936.80 <br />936.10 <br />25 <br />. <br />0 <br />0 <br />% <br />25.00% <br />16 <br />. <br />9 <br />2 <br />% <br />2 <br />3 <br />. <br />9 <br />6 <br />% <br />30.95 <br />% <br />ST <br />INFILTRATION BASIN <br />TOP = 931.00 <br />EOF = 930.00 <br />HWL = 929.18 <br />BOT = 924.00 <br />SB-9 <br />SB-13 <br />SB-8 <br />SB-7 <br />SB-14SB-15 <br />SF <br />SF <br />SF <br />SFSFSFSFSFSFSFSFSFSF <br />SF <br />SF <br />SF <br />SF <br />SF <br />SF <br />SF <br />SF <br />SF <br />SF <br />SF <br />SF <br />SF <br />SF SF SF SF SF <br />SF <br />SF SF SF SF SF <br />S <br />F <br />SF SF SF SF <br />SF <br />SF <br />SF <br />SF <br />SF <br />SF <br />SF <br />SF <br />SF <br />SF <br />SF <br />SF <br />SFSF <br />SF <br />SF <br />SF <br />SF <br />SF <br />SF <br />SF <br />SF <br />SF <br />SF <br />SF <br />SF <br />SF <br />S <br />F <br />S <br />F <br />CORNER OF BUILDING <br />TO HAVE EXPOSED <br />FOUNDATION <br />UPPER 39TH ST CT N <br />BASIN TIE IN SLOPES 4:1 <br />RIP RAP <br />OVERFLOW <br />MI <br />S <br />C <br />S <br />ST <br />ST <br />O <br />STOSTO <br />60 <br />937 <br />935 <br />937.15 938.15938.00 <br />937.15 <br />939.64 <br />938.77 <br />938.33 <br />935.98 <br />940.00 <br />SF <br />940 <br />936 <br />937 <br />938 <br />939 <br />936 <br />93 <br />7 <br />93 <br />8 <br />93 <br />9 <br />N: <br />\ <br />0 <br />0 <br />4 <br />0 <br />4 <br />9 <br />6 <br />. <br />0 <br />0 <br />\ <br />D <br />W <br />G <br />\ <br />C <br />I <br />V <br />I <br />L <br />\ <br />0 <br />0 <br />4 <br />0 <br />4 <br />9 <br />6 <br />G <br />D <br />0 <br />1 <br />. <br />D <br />W <br />G <br />42 <br />18 <br />PROJECT NUMBER: 0040496.00 <br />LAKE ELMO, MN <br />05/08/24 <br />CAW <br />JSB <br />CAW <br />© <br />2 <br />0 <br />2 <br />3 <br /> <br />W <br />e <br />s <br />t <br />w <br />o <br />o <br />d <br /> <br />P <br />r <br />o <br />f <br />e <br />s <br />s <br />i <br />o <br />n <br />a <br />l <br /> <br />S <br />e <br />r <br />v <br />i <br />c <br />e <br />s <br />, <br /> <br />I <br />n <br />c <br />. <br />LAKE ELMO TOWNHOMES 8 GRADING & DRAINAGE <br />PLAN1289 GRAND AVENUE <br />ST. PAUL, MN 55105 <br />LA <br />K <br />E <br /> <br />E <br />L <br />M <br />O <br /> <br />T <br />O <br />W <br />N <br />H <br />O <br />M <br />E <br />S <br /> <br />8 <br />12/06/22 <br />5483205/08/24 <br />JOHN S. BLENKER <br />AT HOME APARTMENTS, LLC <br />CONSTRUCTION PLANS <br />SHEET NUMBER: <br />VERTICAL SCALE: <br />DATE: <br />PREPARED FOR: <br />OF <br />HORIZONTAL SCALE: <br />DRAWN: <br />CHECKED: <br />DESIGNED:INITIAL ISSUE: <br />REVISIONS: <br />Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 <br />Fax (320) 358-2001 Sartell, MN 56377 <br />Toll Free (800) 270-9495 <br />DATE:LICENSE NO. <br />I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME <br />OR UNDER MY DIRECT SUPERVISION AND THAT I AM A <br />DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS <br />OF THE STATE OF MINNESOTA <br />05/08/24 <br />10/31/23 <br />01/18/24 <br />03/08/24 <br />CITY COMMENTS <br />CITY & WATERSHED COMMENTS <br />STREET WIDTH REVISIONS <br />FINAL PLAT & PUD SUBMITTAL <br />04/04/24 CITY COMMENTS <br />Common Ground Alliance <br />Call 48 Hours before digging: <br />811 or call811.com <br />30.000015' <br />6' OR 3' <br />0'30'60'90' <br />EXISTING PROPOSED <br />GRADING LEGEND <br />GRADING & DRAINAGE NOTES <br />PROPERTY LINE <br />982 <br />980 <br />EMERGENCY OVERFLOW <br />SB-19 SOIL BORING LOCATION <br />STO STORM SEWER <br />TREE LINE <br />INDEX CONTOUR <br />INTERVAL CONTOUR982 <br />980 <br />SPOT ELEVATION <br />PROPOSED GRADE <br />SB-19 <br />RETAINING WALL (MODULAR BLOCK) <br />GRADING LIMITSGL <br />1.ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADES <br />UNLESS OTHERWISE NOTED. <br />2.REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE DIMENSIONS <br />AND LAYOUT. <br />3.THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES AND <br />TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD-VERIFY PRIOR TO CONSTRUCTION. <br />THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR <br />VARIATIONS FROM PLAN. <br />4.ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. <br />5.POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. <br />6.SEE SHEET 8 FOR CITY DETAILS 600A, 600B, 600C, AND 600D, GOVERNING PROJECT NOTES <br />FOR GRADING, EROSION CONTROL AND SITE RESTORATION. CITY STANDARD PLAN <br />NOTES SHALL GOVERN IN CASE OF CONFLICT WITH ALL OTHER NOTES. <br />7.LOW FLOOR ELEVATIONS MUST BE A MINIMUM OF 1-FT ABOVE EOF ELEVATIONS IN AS-BUILD <br />CONDITIONS <br />0.00% <br />900.00 900.00 <br />E.O.F. <br />HIGH/LOW POINTHP/LP <br />900.00 <br />CL-CL ELEVATIONCL-CL <br />900.00 <br />POND NORMAL WATER LEVEL <br />POND AND CATCH BASIN MAINTENANCE ACCESS <br />DO NOT DISTURBDND <br />10 <br />' <br />5' <br />5' <br />10' <br />25 <br />' <br />30 <br />' <br />5' <br />LAST REVISED: <br />08/15/17TYPICAL LOT <br />GD24 <br />991.0 <br />21 <br />DRAINAGE & <br />UTILITY EASEMENT <br />FRONT BUILDING <br />SETBACK <br />BUILDING SETBACK LINE <br />LOT NUMBER <br />REAR BUILDING SETBACK <br />LOT LINE <br />SIDE BUILDING <br />SETBACK TO GARAGE <br />SIDE BUILDING SETBACK <br />TO LIVING AREA <br />ROAD RIGHT-OF-WAYGROUND GRADE AT GARAGE DOOR <br />GROUND GRADE AT LOW FLOOR <br />GROUND GRADE AT LOW OPENING <br />P P = PATIO-HOME <br />SILT FENCE & TREE PROTECTION FENCESF <br /> (1" = 20') <br />SEE INSET <br />6' WIDE CONC. SIDEWALK <br />(TYP.) <br />WITH 2.0% CROSS SLOPE <br />TOWARDS ROAD <br />INSET <br />SEE SHEET 33 <br />FOR TURN LANE <br />CONSTRUCTION <br />HWL CATCH BASIN HIGH WATER LINE <br />(REFERENCE TABLE ON SHEET 19) <br />SEE SHEET 33 <br />FOR TURN LANE <br />CONSTRUCTION