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a <br />7 <br />n <br />27.8 <br />o ,v 1 <br />---\ <br />I I / <br />Lam_ <br />T31.1-N-- �- : <br />I <br />I <br />31. <br />9.� 1 308 <br />-779�? <br />7 <br />7 <br />C <br />30.� I 32.3 32.9 34.8 <br />PRO 4 <br />30.2 ' s j • •• / r / / _ <br />1 1 9.4 'O <br />-�3 i - / /���- ® ®®®®®®®®®_®®_93'�� �--' `\` /�/ <br />1 IN �•,p.1 1 l 314 'jj` ®® %,eDOUBLE <br />J(X28. 59/31. 1 %131�29932- �6•i'= � \ i/ SILT FENCE <br />�v 6.3 . ALONG WETLANDS 35.6 <br />• <br />17 29.6 ROCK CON T. ; •' / / / / / / / / / / <br />51 v ENTRANC •• i / <br />27.1 / <br />26.1 as i Rim=929.3926.7 <br />r 27.3 31 ` Inv.=925.0 ( / <br />5.X3s.3 / s36� <br />(E) 979.4 0 �� `�4 �� �� �� <br />` <br />29.6 o°v�� / / 35. / <br />�< - ° V <br />30.6 cv. A t �� /� / �� `� m 37.8 <br />im� �37 <br />�[, g <br />Z \ i g'T 37. <br />8�34°° 312 \� �� <br />\ l <br />G 26.6 T \ V `v30 <br />TL <br />-931. / / � � -� \ 1 \ 32.3 � �_--- _---- �.0 34.8 ' / 361 9pM1 <br />34.2 / y i <br />�g7� Rit1,','�Ya2 6 X 346 <br />34,2----� -® ®�• , i <br />/ � �� � �' i 34.8• �/ 35. / I <br />,xv 35 •.�6.8 <br />/ / /� / \ II ` \ i • 35.A gyp i <br />37. - \ <br />\`'IIiI /• ROCK CONST. A A <br />ti ! • \ $ ENTRANCE i \ <br />^^ \ 936 38.2 <br />84" CMP UNDERGROUND \ \ <br />100 YR HWL = 919.07 - / ii <br />LEGEND ` STORMWATER SYSTEM \ \ I <br />�� - \ \ EXISTING PROPOSED \ /' BTM PIPE = 927.50 I <br />�® ���\\Oi �o c• \ \ \ \\ OUT EL = 931.50 <br />s \ p \ \ \ PROPERTY LINE J <br />tea\ ' - - - \ 3 TOP PIPE EL = 934.50 I • \ s� \ '�a?0 �'' \ .• \ \ ` \ i ' � EASEMENT LINE 100 YR HWL = 934.08 <br />-P \ •• '°�� \ `� \\ \ \a+ No \ \ T,\\ CURB LINE __ -__ .•�\ \\ \ «� \ <br />❑ \ ? •. vat\ \\ \� \ o +\\\ \ \\ \\� BITUMINOUS PAVEMENT <br />��`� � \ • ® �•• i � \ \\ CONCRETE WALK <br />\ \ • ® \ \\ \ \\ \ \ \ PATIO PAVERS/ • 3\ \ y \ \ \\ / <br />T, \ \ •• \\ mi \ \ SANITARY SEWER --->--->- « /// • 3 � \� \\ \ \ // <br />\ \ WATER MAIN �»- <br />STORM SEWER <br />••• sVm N�Ce <br />OVERHEAD UTILITY \E'✓�� ••• ���� g�0 / 1 DRAINTILE-•r-•r-•r- N v�•�•����\(���� <br />FENCE <br />avvV �J \\ �� • e m A � � / 1 WETLAND *BUILDING SETBACK - - - ����� � ��` 32� � � � \ // \ ° • \\ 9�ry / g 6 / / G <br />\\ �\ \ \ • �a \ 1 9,5� gry0/ GATE VALVE HYD <br />❑ �< ` \.� / % <br />\ \ \ • / <br />\ <br />\ \ • \� <br />\;; v ; \ � \ \ • ®® \ Aso. <br />• .� ,. N <br />� g\ A\ \V \ <br />\ \ v \ o <br />v�� <br />4 a 8„ VcN-\ - - <br />\F <br />\ \� \ SM <br />TV J\ y <br />. ad <br />7 � <br />1 <br />24.2 \ 24.6 <br />{ <br />\ / ,-V" <br />`�;Wa <br />!4.2 9 <br />25U_ <br />yy.-- 928E > > <br />/ 930 c c c <br />� � � in 2 . <br />4.2 25.0 / G 25.� p1 1 � � DvR" °. `il� n„ �� I <br />G: <br />I� <br />G 25.1- 25.1 <br />/ G 5.1 f \� III _ i. • I <br />II V / II a 25i.o <br />1 I <br />\ / El <br />I <br />24 4 24 <br />-7 <br />\ <br />\ o \ <br />• \ \ - - �2A \ �'\ STORMWATER POND 10 i I <br />NWL EL = 915.00 \ <br />0 <br />� jo+9 <br />9.8 <br />I � <br />/ 918- <br />,A <br />L <br />I <br />28.2 27. <br />g2 24.2 245 24.8 24.2 <br />s? -6 2 9 <br />91 <br />!. <br />1 24 I ` L4, 3 <br />5 22 8 23.7 24. 23.7 <br />« <br />SL <br />1625 23.7 24.2 23.8 23.j <br />23.1 <br />5 °., 5 g2A <br />.2-Q3 -24.1 24.8 -24.8 23.9 - <br />.9'1•1 <br />,915� <br />HYDRANT <br />SANITARY MANHOLE O <br />\ / / <br />STORM MANHOLE TM \ <br />STMH <br />GUARD POST G �� <br />LIGHT POLE 0 20 40 80 <br />CLEANOUT 0 % v v� <br />SIGN ✓ // / / / <br />TELEPHONE BOX �TB 0 N FEET) \ �� <br />ELECTRIC TRANSFORMER ❑ <br />TELEVISION BOX <br />TV <br />0 <br />HAND HOLE <br />HH <br />o <br />ELECTRIC METER <br />EM <br />0 <br />ELECTRIC PANEL <br />EP <br />❑ <br />TELEPHONE BOX <br />TB <br />El <br />UTILITY BOX <br />B <br />❑ <br />ELECTRIC BOX <br />EB <br />0 <br />UTILITY POLE <br />Fm <br />GUY WIRE - <br />10• CONTOUR -920 <br />920- <br />2• CONTOUR -918-- <br />918- <br />SPOT ELEVATION <br />(CURB ELEVATIONS oQ.o <br />00.0 <br />ARE TO GUTTER LINE) <br />y <br />TOP OF CURB ELEV. <br />T 44.3 <br />GUTTER LINE ELEV. <br />G 43.8 <br />E.O.F. <br />EMERGENCY OVERFLOW <br />♦ ♦ X <br />0.0 <br />SILT FENCE <br />® a a <br />ROCK CONST. ENTRANCE <br />f / / <br />`� �// <br />I /� �A �� �vy;�� <br />vv % v i / <br />/\\\\ <br />v <br />*BUILDING SETBACK ONLY SHORN IF IT OCCURS OUTSIDE OF AN EASEMENT AREA <br />J <br />Q <br />ZIZM <br />-T0 <br />rx Z F <br />N <br />U <br />N <br />Z <br />E > C <br />i <br />t9�> <br />Ur <br />u <br />f <br />W to W <br />a <br />0 <br />J <br />m <br />Z <br />0a <br />O <br />U <br />O Z <br />� <br />WLn <br />m <br />EllL <br />L <br />T <br />^ <br />a <br />Z <br />w <br />m <br />a, <br />ocV <br />o <br />W <br />log U 1 <br />o <br />o <br />� <br />1 <br />K <br />V�Z <br />O <br />OM1 <br />0. <br />Kri <br />a <br />a <br />UJ <br />^ <br />MUJ <br />F <br />Z <br />0 <br />J <br />W <br />H <br />a <br />o� <br />a J <br />o <br />C <br />p 0 <br />= <br />Z <br />W <br />C: <br />F•1 0 <br />,w <br />Q <br />0 <br />W <br />Z <br />J <br />ZLU <br />O <br />C <br />G � � <br />az <br />w <br />O <br />cz <br />Q G <br />= p <br />`W <br />0 <br />Q 0 <br />Zoe <br />LU <br />REVISIONS <br />1. 07/17/24 Per City Comments <br />DRAWN BY: <br />DJW <br />DESIGNED BY: <br />DJW <br />ISSUE DATE: <br />07/01/24 <br />I hereby certify that this plan, specification <br />or report was prepared by me or under <br />my <br />direct supervision and <br />that I am <br />a duly <br />Licensed Professional <br />Engineer under <br />the <br />laws of the State of Minnesota <br />Name: Dan I. <br />Wilke, P.E. <br />Signature: <br />G1 <br />Date: 07/01/24 License <br />#: 53182 <br />C7.2 <br />of <br />8 <br />s <br />