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®2016 Westwood Professional Services, Inc. l�� _/ I r // 1 / ' / \ _` _ ` / \ �- Call 48 Hours before digging: I H - (22) RE = 940.51 811 Or Ca11811.COf71 18 I u I 17 1/ IE (NE)_ 925.86 POND 18 Common Ground Alliance `---- / I IE (S) - 925.7E OUTLET EL=929.5 I J HWL=930.0 • v / I 19 1 _ ;;; � POND BOTTOM=900.0 18 \ \ MH (24) RE = 939.31 \ I ► _ \ IE (NW) = 924.E Legend ' POND/WETLAND 22 \ i \ IE (SE) = 924.5 \\\ HWL=928.5 I MH (23) EXISTING PROPOSED ' I RE = 9 ;9.85 \ i� \ / \ i SANITARY SEWER 4 SANITARY SEWER ' \ � • • / IE (N) = 92 .27 20 �' \ MH - 11 IE (SE) = 92 :]7 ✓ \ ( ) WATER I WATER _ RE = 937 3 • s d� \ ` l :. \\ /�j/ \\\ \ IE (N) = 23.68 HYD. W/VALVE `� HYD. W/VALVE - b 22 \✓ IE (S) = .�23.58 STORM SEWER 44 STORM SEWER N � \ \ \ H - :15) �/ 21 \ 4" IRRIGATION I ' ..... \\sbb 1 R \-� ':$0 ��\ \ \ , \�I SERVICE . \ IE (S) 924. ' El Q P'G.N- 20 \ \ / \ IE (NW) _\924 23 \ 1� PUMP STATION HWL=93i" ::_:>._:. I POND TOM=918.5��;:;:::= s" PARK POND 8 • WATER I OUTLET EL=930.0 :. SERVICE '� / HWL=932.2 POND BOTTOM=922.0 .:.::::.:.. - _ SSE SHEET 16 a \ \ \ r - - T - - - - \ r - - - ` - I - - - - - - - - _ \ \ MH (117) MH - (119) s� \ POND 1 RE = 935.81 RE = 937.67 \ OUTLET EL=928. I IE (N) = 923.11 I IE NW POND 15 \\ HWL=928. _ i ( ) = 922.09 IOUTLE EL=928.5 0 \ \ P D BOTTOM=9qA. - -FE �S) = 923.01 J IE (SE) = 921.99 :;:; \ - PO D B TOM=898.5 MH -45 - - - - - - - - - - - MH - (89) ) RE = 938.E MH - (118) RE = 938.8E MH -..:.:;':_5.5 ( I I I I I I \\ // RE = 93 ..::;.::..-: /1 , �1 1 I I Ir 1 �\ \ s \ I�(NW) = 929.89 / RE = 936.48 / ` IE (SE) = 921.42 "1 _ I i i _ - I I E (SE) = 929.89 / I' / / IE (N) - 922.65 3 IE (NW) = 921.5 _ I IE (SE) - 930.48 I I 1 sb� IE W) = 929.79 IE (SE) = 922.56 2MH (90) �� i RE = 939.74 / - I� I I \ \\ MH - (45) • IE (NW) = 920.62 N \\ RE = 938.44 ` IE (SE) = 920.52 - - a (SE) = 930.2 / -MH (92) / MH - (84) I ^ RE = 940f-4 . . . 83 r III III\ \ NW) = 93 .25� / RE = 93945- - - - - - - - - - - - �/� \ � \ I�(NW)- = 919.62 I I - �� 3 I 6 I I I I. \ * MH - (43)I IE (NW) = 925.51 - N / // \ 1 IE S I _ cP \ ro \ I \ RE = 941.04 IE (SE) = 925.41 / < \ O = 919.52 W ^ N \�)� - I I �\ s�� \\ IE (NW) = 1931.95 / / / 2 �\ \ ] MH - (70) _ N► 1 I I 1 sb \ IE (SE) = 32.05 - OQT�� / / // ��, \RE = 940.15 J MH (49) 9 ♦♦ - \\ `H) - / // p� \ lE (S) = 921. 6 I O RE = 937.39 I ��, - I I I I I\\ \ \ RE = 940.04 - \ � // 3 / �� \ A 2 IE- .(E) = 919.1 m IE (SW) = 928.19 / I MH - (85�` 1 1 - I I I I 1 \ IE ( = 926. � / 1) / \\ (•N) = 919.110 _ IE g( - - � r - - - - - - IE ( - �40.3 / \ � IE (NE) = 928.1� � ( 1 I ' r 4 I 1 ... IE (N W) = 12 I HYDRANT w/AUX /I -,I I - r, � - I I I - \\ 3 I I I j >� \IE (SE) = 920. ' O VALVE (TYP) � / 1 1 _ � j ♦ _ I I I I I ,� MH B� \ I >� ` \ \\� 3 _ I ,r 1 11 sb RE = r 9.04 2 \\ I I 4 \\ I I // MH /�► ,I / \ // \i 41 1 s IE (NE) 1 9 E EMH 93657E / III I - \ `\/ 3 ( 9) 1 a 9 39_ - - - J 12" DIP IE ( E) = 927.72 � �1 - � � ^,/� RE 4 Ir I I \ � � - \ 48 • PAC \ / / - _ � IE (S) = 927.7/V' \ 4I - j \ w E S - 9 �� III I I \ b� �\ 3 �� /// M��FHi� (87) IE (SW) - Q \ ^ \ ( - 5 ♦ - I I Ir I sb �/ \ // R�� 940. IE (N) - 21. 4 fj 7.24 � � r \� i _ I I ♦ e MH - ( //'�\ W Mom- (88) C� _ r / �•• o�,�� I RE = 940.32 �R _ ( C / \ J MH (51 �\ \ �� `� 9 v I _ 6.0 / / 3 /��\ • G \IE (N) = 927.0E ��IE _ 21.94 h / E 935.4 I \ , S) 6 \ I s I ( 925.92 /// \)J 927.0 92 4 P / / 2 / I / IE ) = 926.8 . / L \ `/ / < \ \ 1 - - - - - ' 68 ,^ 13 s6 MH 62) / ( I IE ( E) = 926.83 \ L J _ 1 6 ,\\\ / - I �\ \/i _ ( A) Sb� RE 40.70 ^ - ( ) MH - 36 I \ / J - - - - - \\ 1 - 39.30 (SW) 24.2 /j \ �< 1 RE = 34'10 I z E = 935.14 I - i - - - I - \� - - - - - � ,,\�\ 1 ( = 927.20 S = 9 5 1 IE (W) 923.2 I a E ( ) = 926.59 - - -_�' I 15 I I E SW = 927. = 924 E E .25 IE ( ) = 926.49 : r\ \ - J I � � �- - - - 1� - - - -J J I � � �/ \ _ ( B �• ( ram\ E s e� 9 4.29 \ � � \ J ( ) � � \ ♦ / = 926.59 ^ . L_ -� J r - - - _- - - - LE L �41. \ 11 R N 40. 928. I \\\ \\� - / o� = 968)58 \ H - (122) \ . - - I ' I � I I I 19 11� �= - \ ( ) I \ \ r // >,�° \ IE (SW)� � ( ) = 2.31 � I I E = 932.20 Ir\ \ _ _ - -� - - - - L - - - J 2V1 I- � � � I- - 1 H I I I \\\ �• / / \ /� -MI� (66 \\ (NE) / 1 l l IE ( ) = 925.88 \ °L - - - - r - - - -- _ I Ir I I,- I I� I I I - ) I - (61) ✓ R = 937.3 ^ I a IE S) = 925.88 \ 1 I I I I I 1�t I 1 1 1 I I I I I 1 1 1 q = 27.�4 I I RE 939.15 e / 386 1 I ) _ 10 MH - (37) I �\18 - L -_ - - ='- -� � _ - - - -� I I I I I I I I I (t7 I (SW) 25.2 1 IE N = ' = 934.02 I I I 1Y o i i - - - - - - I NE = 25 ( = 2 J I ^ 17 I I I I I I I I ( ) I (E IE ( ) = 925.48 J L J i - �" /\ sa ' IE ) = 925.48 \ - LL \ / / M - (93) 3 4 - 7 \\ / I RE = 4 7 > c s 1 b / - \ ' ;i:=iiii:=iiii:=iiii:=iiii:=iiii:=iiii:_..'.ii:=iiii:=iiii:=i:: i • // / � ) � > > / I I I I I I I 1 1 \ \ �,� • \\ \ � 7LOT l \ �� // 4 / / 5 2 11 3 II 4 \ � \ ` o ^ \ / / < < c c / c ♦ - I I I I I I I 1 1 \\ / \� MH - (65)OUTLOT `� //19 // / // i I I H - g) I I 1111 MH\ �'h�►� OWL T fl \ b IE W = 923.01 L L - JL _ JL - JL - JL - JL - � L - � L J L �L - JL - 1 / 6 1 E(=) 936.01 \ \ J - L- - -4sJ3 L - - - � � - RF� " 939.23 I� - - _ � 'DI I \ IE (E) = I923.01 � L_ _.. IE W = 926.05 (W,L=. 925_6.a 8" PVC IF IE (NE 925.65 CORERILL c, X.12W6�P ---- - --------------- ----------- --------------- - ------ ----- ----- --- ------------------------------------------------------------ ----------------- e \ IOW i TO MH 00 POND 1 - L=931.0 \ PON HWL= 31.5 H POH POH POH POH P H RE=933.50 H EX. MH _ (38) POND BOTTOM= 18.5 MH _ (35) MH _ (34) M _ (33) MH (32) REMOVE PLUG AND CONNECT HWL=932.7 - HNt'! v� Nes EX. X.MH RE - 933.2 __ IE=�23.60 REMOVE PLUG AND ONNECT RE - 935.44 RE 936.28 RE 937.07 TO EX. 8 WM w/ 8 G.V. POND BOTTOM-9 1. RE=9 ' E=9 3.10 IE (E) =-92 5 TO EX. }2" wM w/ 1i- G.V. IE (E) = 926.8?� IE tE) = 927.97/ IE O = 928.55 (R) = 939.44 �� \ ` \ $, sA H-1 IE-929.27. s POND 3 IE-91 E=92 .99 - - IE W = 930.46 1 p� 6 $ � I PROP.I =9 3.ss IE (SW) - 92 .55 IE NW � - � (W�= 928.45 ` \ \ '' SAN \\ - \ OUTLET EL=930.0 ( ) = 926.�2 1E (N) - 927.97 IE (N) 928.55 ` \ I ' '� IE \ HWL=932.5 \ ` -;AN RE 940.71 ` ` ` ��s \ \ POND BOTTOM-9 0.0 \ c �\ i 0 100 200 300 IE= 28.53 � ` I 1 WATT DIP sAN 1 \ �� - NOT FOR CONSTRUCTION I I \ SAN N WA N SAN ' RX.MH-5 7 pv�2 MH 4 RE=9 �.25 T \ \ � =926.57 � I RE 93 .62 IE=927 78 \ \ ` \ �� \� ccgs' \� � 927�11 \ I \ \ 4 P�, o • ;Date: 11/29/16 sheet: 17 of 27 0008463UTP04.dw Adelaide Westwood I hereby certify that this plan was prepared se me or under my AL direct supervision and that I am a duly licensed PROFESSIONAL R�O�' Desip�ted: FDH II Prepared for: � � ENGINEER under the laws of the State of Minnesota. 12/3/116 Revised Wetland CITY COMMENTS Delineation �H II0F5 LandingPreliminary Phone 952 937-5150 7699 Ana ram Drive 03 10 17 CITY COMMENTS LLC ( ) g / / Fax (952)937-5822 Eden Prairie,MN 55344 Drawn: DWR Utility Plan Toll Free (888)937-5150 westwoocips.com Francis D. Hagen II, PE 1660 Highway 100 South, Suite 400 Westwood Professional Services,Inc. Date 02/05/17 License No. 17716 Record Drawig by/date: St. Louis Park, MN 55416 Hugo, MN L