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PUG PUG PUG <br />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 <br />STO 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 />FO <br />S <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 />STO <br />S <br />T <br />O <br />STO <br />STO <br />STO <br />STO <br />STO <br />STOSTOSTOSTO <br />ST <br />O <br />STO <br />STOSTOSTOSTOSTOSTOSTO <br />57 <br />58 <br />59 60 <br />94 <br />95 <br />96 <br />97 <br />98 <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 />929 <br />93 <br />1 <br />932 <br />93 <br />3 <br />93 <br />4 <br />936 <br />937 <br />9 <br />3 <br />0 <br />9 <br />2 <br />9 <br />9 <br />3 <br />1 <br />9 <br />3 <br />2 <br />9 <br />3 <br />3 <br />93 <br />0 <br />93 <br />5 <br />93 <br />1 <br />93 <br />2 <br />93 <br />3 <br />93 <br />4 <br />93 <br />6 <br />935 <br />934 <br />936 <br />0 1 2 3 <br />4 <br />5 <br />6 <br />21 43 65 <br />2728 24 <br />2 <br />1 <br />2 <br />2 <br />26 25 23 <br />1 <br />9 <br />2 <br />0 <br />1 <br />4 <br />1 <br />3 <br />1 <br />5 <br />1 <br />6 <br />1 <br />7 <br />1 <br />8 <br />2 1 <br />20 <br />936.10 935.50 935.00 <br />936.10 <br />9 <br />3 <br />3 <br />. <br />0 <br />0 <br />9 <br />3 <br />3 <br />. <br />2 <br />5 <br />936.10 <br />9 <br />3 <br />3 <br />. <br />0 <br />0 <br />938.25 <br />939.25 <br />935.25 <br />P P P <br />P <br />P <br />P <br />P <br />87 <br />934.50 <br />P <br />9 <br />1 <br />0 <br />1 <br />1 <br />1 <br />2 <br />9 <br />3 <br />4 <br />. <br />2 <br />5 <br />9 <br />3 <br />4 <br />. <br />2 <br />5 <br />P <br />HW <br />L <br />HWL <br />HW <br />L <br />H <br />W <br />L <br />H <br />W <br />L <br />H <br />W <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 />HWL <br />HWL <br />HW <br />L <br />H <br />W <br />L <br />HWLHWL <br />HWL <br />HWL <br />HWL HWL H <br />W <br />L <br />HWL <br />H <br />W <br />L <br />HW <br />L <br />9 <br />2 <br />5 <br />9 <br />3 <br />0 <br />9 <br />3 <br />5 <br />9 <br />2 <br />4 <br />9 <br />2 <br />6 <br />9 <br />2 <br />7 <br />9 <br />2 <br />8 <br />9 <br />2 <br />9 <br />9 <br />3 <br />1 <br />931 <br />9 <br />3 <br />1 <br />9 <br />3 <br />1 <br />9 <br />3 <br />1 <br />9 <br />3 <br />2 <br />9 <br />3 <br />2 <br />9 <br />3 <br />2 <br />9 <br />3 <br />3 <br />933 <br />933 <br />9 <br />3 <br />3 <br />934 <br />93 <br />4 <br />93 <br />4 <br />9 <br />3 <br />4 <br />9 <br />3 <br />4 <br />936 <br />93 <br />6 <br />93 <br />2 <br />9 <br />3 <br />2 <br />9 <br />3 <br />3 <br />935 <br />931931 931 9 <br />3 <br />1 <br />9 <br />3 <br />2 <br />932933934 <br />93 <br />5 <br />93 <br />6 <br />93 <br />7 <br />93 <br />8 <br />934.58 <br />934.57 <br />931.24 <br />931.25 <br />930.09 <br />929.82 <br />934.60 <br />934.58 <br />930.70 <br />E.O.F. <br />930.00 <br />934.85 <br />935.28 <br />934.81 <br />937.15 <br />936.55 <br />935.83 <br />938.15 <br />933.39 <br />930.85 <br />930.68 <br />929.13 <br />929.61929.29 <br />934.72 <br />935.71 <br />929.29 <br />929.60 <br />929.13 <br />930.68 <br />930.85 <br />933.39 <br />938.00 <br />935.54 <br />935.44935.56 <br />936.55 <br />937.15 <br />E.O.F. <br />935.61 <br />935.28 <br />934.81 <br />E.O.F. <br />930.68 <br />E.O.F. <br />930.68 <br />E.O.F. <br />935.01 <br />933.85 <br />E.O.F. <br />930.98 <br />934.15 <br />930.12 <br />930.13 <br />E.O.F. <br />931.43 <br />930.55 <br />930.47 <br />932.95 <br />934.87 <br />934.42 <br />934.86 933.93 <br />932.24 <br />E.O.F. <br />935.41 <br />933.33 <br />932.20 <br />932.89 <br />932.89 <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 />2.20% <br />2 <br />. <br />2 <br />0 <br />% <br />935.67 <br />E.O.F. <br />931.51 <br />9 <br />3 <br />1 <br />93 <br />1 <br />93 <br />2 <br />9 <br />3 <br />1 <br />9 <br />3 <br />1 <br />9 <br />3 <br />2 <br />9 <br />3 <br />2 <br />93 <br />3 <br />932.17 <br />932.00 <br />E.O.F. <br />935.97 <br />929.49 <br />929.49 <br />932.46 <br />932.93 <br />933.43 <br />933.43 <br />929.41 <br />929.73 <br />932.20 <br />930.95 <br />934.00934.50935.40 <br />2. <br />1 <br />5 <br />% <br />2.3 <br />0 <br />% <br />2.0 <br />3 <br />% <br />2. <br />1 <br />2 <br />% <br />935.40 <br />2. <br />4 <br />1 <br />% <br />2.01%2.29% <br />2. <br />4 <br />8 <br />% <br />2. <br />1 <br />9 <br />% <br />2. <br />1 <br />1 <br />% <br />E.O.F. <br />931.43 <br />2 <br />. <br />1 <br />0 <br />% <br />2 <br />. <br />1 <br />0 <br />% <br />2 <br />. <br />1 <br />0 <br />% <br />2. <br />3 <br />9 <br />% <br />929.93 <br />2. <br />2 <br />0 <br />% <br />935 <br />935 <br />9 <br />3 <br />2 <br />933 <br />934 <br />935.51 <br />935.45 <br />935.62 <br />E.O.F. <br />934.97 <br />934.93 <br />935.67 <br />937.00 <br />936.80 <br />936.10 <br />939.64 <br />938.77 <br />930.12 <br />25 <br />. <br />0 <br />0 <br />% <br />25.00% <br />5 <br />. <br />9 <br />5 <br />% <br />13.89% <br />13.9 <br />0 <br />% <br />14 <br />. <br />2 <br />3 <br />% <br />ST <br />INFILTRATION BASIN <br />TOP = 931.00 <br />EOF = 930.00 <br />HWL = 929.18 <br />BOT = 924.00 <br />SB-1 <br />SB-2 <br />SB-3 <br />SB-12 <br />SB-4 <br />SB-5 <br />SB-6 <br />SB-10 <br />SB-11 <br />SB-16SB-9 <br />SB-13 <br />SB-8 <br />SB-7 <br />SB-14 <br />SF <br />SF <br />SF <br />SFSF <br />SF 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 SF SF SF SF SF <br />S <br />F <br />SF <br />SF <br />S <br />F <br />S <br />F <br />S <br />F <br />S <br />F <br />S <br />F <br />S <br />F <br />S <br />F <br />S <br />F <br />S <br />F <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 <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 />940 <br />936 <br />937 <br />938 <br />939 <br />UPPER 39TH ST CT N <br />UPPER 39TH ST CT N <br />BASIN TIE IN SLOPES 4:1 <br />RIP RAP <br />OVERFLOW <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 />19 <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 />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 />########## <br />## OR ## <br />CONSTRUCTION PLANS <br />0'30'60'90' <br />GRADING & DRAINAGE NOTES <br />1.ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED <br />SURFACE/GUTTER GRADES UNLESS OTHERWISE NOTED. <br />2.REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT <br />HORIZONTAL SITE DIMENSIONS AND LAYOUT. <br />3.THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF <br />EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE <br />OWNERS AND FIELD-VERIFY PRIOR TO CONSTRUCTION. THE <br />CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY <br />DISCREPANCIES OR 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, <br />GOVERNING PROJECT NOTES FOR GRADING, EROSION CONTROL <br />AND SITE RESTORATION. CITY STANDARD PLAN NOTES SHALL <br />GOVERN IN CASE OF CONFLICT WITH ALL OTHER NOTES. <br />7.4:1 MAX SLOPES IN DRAINAGE AND UTILITY EASEMENTS <br />Common Ground Alliance <br />Call 48 Hours before digging: <br />811 or call811.com <br />202 <br />STRUCTURE <br />LOW POINT CATCH BASIN HWL <br />NUMBER RIM ELEV.SIZE INLET 100-YR HWL* <br />929.98 72"930.28 <br />203 929.67 48"929.94 <br />205 930.31 48"930.38 <br />206 929.96 48"930.11 <br />207 929.97 48"930.35 <br />208 929.99 48"930.32 <br />302B 933.18 27"933.29 <br />303 934.36 48"934.76 <br />303A 934.36 48"934.73 <br />303B 934.52 27"934.66 <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 />304B <br />305 <br />307 <br />934.90 27"935.15 <br />935.96 27"936.21 <br />933.70 48"933.95 <br />*INLET 100-YEAR HWL WAS DETERMINED USING THE LIMITING INLET CAPACITY <br />EXISTING PROPOSED <br />GRADING LEGEND <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 />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 />SILT FENCE & TREE PROTECTION FENCESF <br />HWL CATCH BASIN HIGH WATER LINE <br />(REFERENCE TABLE ON SHEET 19)