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I <br />I <br />I <br />- - - - - - - - - - - - - - - - - - - <br />--->>--->>--->>--->>--->>--->>--»�- <br />> - _- - - <br />H GV, <br />7177 <br />0 <br />Y/ <br />/---<<-- <br />1 19.7 <br />19.1_ <br />EXISTING <br />PROPOSED <br />PROPERTY LINE <br />DRAINAGE <br />r.UJ <br />C., <br />EASEMENT LINE <br />/ <br />FLUME <br />w <br />19.4 ' <br />DR, <br />lfl <br />BITUMINOUS PAVEMENT <br />7 7 <br />L ---------_j <br />18.9 � Dr <br />FILL <br />X <br />/ <br />- ->->- <br />1 <br />„ °r <br />18.7�D' or <br />- »--M <br />>> <br />C4 <br />l T <br />i � <br />19.8 <br />2 :'t, <br />919 18.9,' °? <br />18.7 <br />/ <br />UNDERGROUND ELECTRIC <br />ue <br />. <br />OVERHEAD ELECTRIC <br />-ohe <br />/ <br />WETLAND <br />- - <br />19.1 18.6 <br />/ <br />I <br />0 <br />20. <br />HYDRANT <br />o� <br />00 <br />d <br />M <br />1 9 <br />TIP -OUT CURB <br />�o <br />UTILITY POLE <br />o <br />(TYP- - - - - - ) <br />a\' 19.0 <br />V <br />_j // / <br />ill <br />SIGN <br />i l <br />ELECTRIC METER <br />O <br />l <br />CURB STOP <br />o <br />O <br />-19.8 <br />��� <br />o <br />a) <br />HAND HOLE <br />// / <br />20.2 <br />L9.8 <br />C� <br />/ <br />1'CONTOUR <br />/ <br />1039 <br />` <br />�OP <br />/ <br />(CURB ELEVATIONS <br />"` " <br />,9 <br />20 2 <br />ROCK CONST. <br />ENTRANCE <br />SILT FENCE <br />(TYP) <br />v�v '00� v <br />a � <br />\\\ O \\ \\ <br />\• <br />• o� \ <br />0 <br />�• <br />�p a <br />O e e <br />20.2 �� `1' % 4y or • v v <br />�� 18.9 ° <br />.0 <br />��1�. \V `�O v v <br />O••�� <br />p sil l it 1 ��� • <br />l 0 v / ��a v <br />n l'v� i . 1°° v v v a <br />\ \ <br />�, 17.5 <br />>� PROP <br />� . 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SED� <br />7 EM18. <br />921.0 <br />v u <br />V <br />� I <br />�ji ^ / °j 4i v <br />V 11 <br />WETLAND FILL a it <br />(3,680 SF) <br />20.5 + <br />19.3�- • V t i I V 11 I <br />x ,__• 1 I <br />19.5 e ° l <br />n / H °he �92a �® •!� _a18Th 1 <br />J , <br />x 9.8� �� ��� / /r V / <br />VYo- 0.5 / +� <br />o • O • 0No / / <br />\ ° one \ • • • e I T \ \ ° • 17.0/ / / l �I V l l <br />\ • \ \\� _ • e ° I I 01 <br />EXISTING �\�• • ® ® o ,, v; <br />s \ • \ \one \ • O e, WETLAND <br />• <br />e / <br />ohehe <br />\ ° • �= ° �p \ � � // <br />\\o \ ` \ • • <br />9 \�49 \ \ \ \_\ \1�4�� on • • �_� \ • <br />u <br />1je <br />Ile lI <br />\3 ue �T-ypz�\ <br />192 F oh <br />IN <br />jj rn <br />\ / 914.6. p-\ \ \9j8 \ \ ohe <br />U <br />_ \ \oe <br />7 <br />\\\\\\B u\ G <br />\ F' \ E 9� \ \ \ O"`%�'C\\ <br />ue ❑ � 11 a �Il \ <br />\ ` u \ V \ // <br />ue 9 �� -� // ii -he \ <br />Ohe <br />At q 9 ---Z--- Tom° ,11 <br />L <br />/�1 <br />$q H /n�1 <br />- - <br />V RIM= ` -=i/ <br />N Bs <br />\ <br />GOVERNING SPECIFICATIONS <br />1. THE LATEST EDITION OF THE MINNESOTA DEPARTMENT OF <br />TRANSPORTATION "STANDARD SPECIFICATIONS FOR <br />CONSTRUCTION" AND THE CITY OF HUGO SPECIFICATIONS. <br />2. THE LATEST EDITION OF THE MINNESOTA MANUAL ON <br />UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD). <br />3. THE LATEST EDITION OF THE CITY ENGINEERS ASSOCIATION <br />OF MINNESOTA (CEAM) STANDARD SPECIFICATIONS. <br />4. THIS SITE IS LOCATED WITHIN THE BOUNDARIES OF RICE <br />CREEK WATERSHED DISTRICT. <br />GRADING NOTES <br />1. SILT FENCE AND EXISTING CATCH BASIN INLET PROTECTION <br />SHALL BE INSTALLED PRIOR TO GRADING CONSTRUCTION, AND <br />SHALL BE MAINTAINED UNTIL THE SITE HAS BEEN STABILIZED. <br />2. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND <br />ELEVATIONS OF EXISTING UTILITIES PRIOR TO THE START OF <br />GRADING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY <br />THE ENGINEER IMMEDIATELY OF DISCREPANCIES OR <br />VARIATIONS FROM THE PLAN. <br />3. CONTRACTOR SHALL STRIP, STOCKPILE AND RESPREAD <br />SUFFICIENT TOPSOIL TO PROVIDE A MINIMUM OF 4" OF <br />TOPSOIL OVER ALL DISTURBED AREAS THAT WILL BE SODDED, <br />SEEDED OR LANDSCAPED. <br />4. TURF ESTABLISHMENT SHALL BEGIN AS SOON AS POSSIBLE <br />BUT IN NO CASE LATER THAN 14 DAYS AFTER GRADING <br />COMPLETION. <br />5. ALL SLOPES SHALL BE A MAXIMUM OF 4:1. <br />N <br />0 15 30 60 <br />( IN FEET ) <br />TOP OF CURB ELEV. T 44.3 <br />GUTTER LINE ELEV. G 43.8 <br />E.O.F. <br />EMERGENCY OVERFLOW 41 43 x Eo� E� <br />000.0 <br />SILT FENCE -0 O e O e O- <br />STORMWATER CONSIDERATIONS <br />PER THE STORMWATER DRAINAGE REPORT FOR FRENCHMAN <br />PLACE 2ND ADDITION PREPARED BY PLOWE ENGINEERING, <br />INC., LAST REVISED OCTOBER 3, 2012, THE EXISTING POND <br />LOCATED TO THE EAST OF THE SITE WAS SIZED TO PROVIDE <br />WATER QUALITY TREATMENT AND RATE CONTROL FOR THE <br />PROPOSED SITE IN A FULLY DEVELOPED CONDITION. <br />2. SAID REPORT ASSUMED THE PROPOSED SITE'S DEVELOPED <br />CONDITION WOULD BE 85% IMPERVIOUS SURFACE. AS <br />CURRENTLY DESIGNED, THE PROPOSED SITE WILL CONTAIN <br />APPROXIMATELY 53% IMPERVIOUS SURFACE. THEREFORE, NO <br />ADDITIONAL STORMWATER TREATMENT IS BEING PROPOSED <br />FOR THE SITE. <br />BENCHMARKS <br />1. CB RIM ALONG NORTH SIDE OF FRENCHMAN <br />RD. N., MIDDLE OF PROPERTY, PER PLANS <br />PROVIDED BY PLOWE ENGINEERING, INC. DATED <br />10/18/12 - ELEVATION = 920.05 <br />2. CB RIM IN END RADIUS ON NORTH SIDE OF <br />FRENCHMAN RD. N., SE CORNER OF PROPERTY, <br />PER PLANS PROVIDED BY PLOWE ENGINEERING, <br />INC. DATED 10/18/12 - ELEVATION = 918.86 <br />CALL BEFORE YOU DIG <br />Know what's below. <br />Call before you dig. <br />z <br />LEGEND <br />EXISTING <br />PROPOSED <br />PROPERTY LINE <br />Z <br />r.UJ <br />C., <br />EASEMENT LINE <br />- <br />CURB LINE <br />___________ <br />O N O <br />lfl <br />BITUMINOUS PAVEMENT <br />7 7 <br />L ---------_j <br />CONCRETE WALK <br />-J <br />X <br />SANITARY SEWER <br />- ->->- <br />Z <br />00L <br />STORM SEWER <br />- »--M <br />>> <br />WATER MAIN <br />----� <br />pl � <br />UNDERGROUND GAS <br />ug <br />Z <br />UNDERGROUND ELECTRIC <br />ue <br />. <br />OVERHEAD ELECTRIC <br />-ohe <br />Z io <br />WETLAND <br />- - <br />FENCE LINE <br />0 0 <br />MANHOLE <br />0 <br />Q) <br />O <br />HYDRANT <br />HYD MH <br />00 <br />d <br />M <br />GATE VALVE <br />x <br />UTILITY POLE <br />o <br />LIGHT POLE <br />SIGN <br />N <br />ELECTRIC METER <br />O <br />CURB STOP <br />o <br />O <br />CLEANOUT <br />o <br />a) <br />HAND HOLE <br />O <br />5' CONTOUR <br />-1040 <br />_1040- <br />10401' <br />1'CONTOUR <br />- -1039- - <br />1039 <br />SPOT ELEVATION <br />(D <br />(CURB ELEVATIONS <br />"` " <br />00.0 <br />ARE TO GUTTER LINE) <br />TOP OF CURB ELEV. T 44.3 <br />GUTTER LINE ELEV. G 43.8 <br />E.O.F. <br />EMERGENCY OVERFLOW 41 43 x Eo� E� <br />000.0 <br />SILT FENCE -0 O e O e O- <br />STORMWATER CONSIDERATIONS <br />PER THE STORMWATER DRAINAGE REPORT FOR FRENCHMAN <br />PLACE 2ND ADDITION PREPARED BY PLOWE ENGINEERING, <br />INC., LAST REVISED OCTOBER 3, 2012, THE EXISTING POND <br />LOCATED TO THE EAST OF THE SITE WAS SIZED TO PROVIDE <br />WATER QUALITY TREATMENT AND RATE CONTROL FOR THE <br />PROPOSED SITE IN A FULLY DEVELOPED CONDITION. <br />2. SAID REPORT ASSUMED THE PROPOSED SITE'S DEVELOPED <br />CONDITION WOULD BE 85% IMPERVIOUS SURFACE. AS <br />CURRENTLY DESIGNED, THE PROPOSED SITE WILL CONTAIN <br />APPROXIMATELY 53% IMPERVIOUS SURFACE. THEREFORE, NO <br />ADDITIONAL STORMWATER TREATMENT IS BEING PROPOSED <br />FOR THE SITE. <br />BENCHMARKS <br />1. CB RIM ALONG NORTH SIDE OF FRENCHMAN <br />RD. N., MIDDLE OF PROPERTY, PER PLANS <br />PROVIDED BY PLOWE ENGINEERING, INC. DATED <br />10/18/12 - ELEVATION = 920.05 <br />2. CB RIM IN END RADIUS ON NORTH SIDE OF <br />FRENCHMAN RD. N., SE CORNER OF PROPERTY, <br />PER PLANS PROVIDED BY PLOWE ENGINEERING, <br />INC. DATED 10/18/12 - ELEVATION = 918.86 <br />CALL BEFORE YOU DIG <br />Know what's below. <br />Call before you dig. <br />z <br />Z <br />r.UJ <br />C., <br />m <br />O N O <br />lfl <br />Ulu <br />L z <br />X <br />W <br />IL <br />Z <br />00L <br />Z <br />0 <br />W <br />pl � <br />Z <br />00 <br />a--+ <br />W (z <br />. <br />fn <br />Z io <br />�N <br />Z a <br />W O <br />Q) <br />O <br />M <br />= <br />00 <br />d <br />M <br />a <br />Z <br />J <br />rW d. <br />V <br />N <br />44 j <br />Z 0 <br />Q <br />O <br />N <br />Q <br />W <br />a) <br />ZC: <br />D Z <br />W <br />V <br />(D <br />Z Z <br />Z <br />�0 <br />oce 0 <br />0 <br />C� <br />W <br />�O <br />O <br />U) <br />�z <br />c � <br />a� <br />Z > <br />OQ� <br />V c +s <br />� <br />m = <br />Q <br />> <br />t1O <br />O <br />Lr) <br />L <br />Q) <br />REVISIONS <br />1. 02/09/16 Per City comments. <br />2. <br />3. <br />4. <br />5. <br />6. <br />DRAWN BY: <br />BRS <br />DESIGNED BY: <br />JTR <br />ISSUE DATE: 01/06/16 <br />I hereby certify that this plan, specification <br />or report was prepared by me or under my <br />direct supervision and that I am <br />a duly <br />Licensed Professional Engineer under <br />the <br />laws of the State of Minnesota <br />Name: Joseph T. Ra�da.cchh, P.E. <br />Signature: <br />Date: 01/06/16 License #: 45889 <br />C4 <br />of <br />8 <br />