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© 2016 Westwood Professional Services, Inc. POND BOTTOM=900.0 Call 48 Hours before digging: 18 RE - (24) I I 811 Or call811.com -IE (NW) 924.6E PLO Common Ground Alliance I�\(SE) - 924.56 i i MH - (115) . \RE = 939.8 - i`\ I•E (S) = 92 .12 MH - (116) \ IL (NW) = 9 4.22 RE = 937.63 Legend 2 ✓ \ I IE (N) = 923.68 21 \ \ IE (S) = 923.58 EXISTING PROPOSED MH - (117) SANITARY SEWER 4 SANITARY SEWER / 23 \\ IL RE c= 935.813.11 WATER I WATER I IE S = 923.01 I HYD. W VALVE � HYD. W VALVE - - - - �- �- POND 8 STORM SEWER 44 STORM SEWER N / OUTLET EL=930.0 N I 4" IRRIGATION I H'IWL=932.2 SERVICE POND BOTTOM=922.0 PUMP STATION I El i I POH POH OH POH POH POH MH - (118) RE = 936.48 ' OUMOT D IE (N) = 922.65 I I Easement per Doc. No. 261315 _�/ = 922.56 MH - (119) and Doc. No. 267848 \ IE (SE) _ J RE = 937.67 Ln � IE (NW) = 922.09 MH -N1 IE (SE) = 921.99 RE = 9940 34 MH - (70) I \ / MH - (89) IE (NW) = 920.12 RE = 940.15 I MH`-' ( 09) RE = 938.86 IE (SE) = 920.02 IE (S) = 921.26 - - - I- - v MH - (125) IE (SE) = 921.42 MH - (92) IE (E) = 919.10 O�LOT \ I I RE = 9 1.02 E = 941.60 IE (E) 921.63 It NW) = 921.52 RE = 940.64 IE (N) = 919.20 \ I I E W) = 922.17 \ IE (yl -�5T 6 - ` POND 6 I \ 7 I I I E E) = 922.27 (S) = 919.52 OUTLET EL=930.0 ^ li I I \ I I I I INSTALL 8" / _ HWL=932.5 / PLUG AT (71) POND BOTTOM=924.0 I \ - - - J L PROPERTY LINE RE = 9 0.75 I I \ IE (W) 18.70 ` _ - � J IE (SE) = 918:7� POND 5 I �- - - �•� VC MH - 76) OUTLET EL=930.5 ` 1 / 1 \ MH - (72) \ HYDRANT w/Aux RE = 42.05 HWL=932.3 I _ _ _ 8" STUB \ / H cg VALVE (TYP) MH - (107) 1 MH (110f IE=922.59 \ E\/IW - 92g 4 //` \ A`\ 2 \ RE = 941.21 IE (W) = 915.17 RE _ 942.18 POND BOTTOM=922.0 \ �s I / �, \ IE (NW) = 918.4 POND 7 IE S 915.07 I I I / �E =1940. 0 _ t I M // \ OUTLET EL= 30.0 ( ) IE (E) = 916.60 I IE NW) = E (SE 52 / 4 \ \ IE (SE) = 918.40. - IE (E) 915.17 IE (W) = 916.50 I I IE (S) = 920.95 I R = 939.71 HWL=932.0 :_ BOND BOTTO =920. H = (75) IE (S) = 926.14 I \ L - _ _ _ IE (N) _ 920.62 �/ ✓ � 941.30 ..:.-::_;::;:=;;:=;:=;;:=;:=;;:=;:=;;:=;:_;::.-:...... Jr to i tE (S) 920.52 ::_ :: s: :... ::;:= ::::::.. :::.-:.. \ ................ ._. _ _..._. :::._:._::::_::_::::_::_::::_::_::::_::_::::_::_::::_::_:::::.:::: - _ 9 - . :.....:.. -\ IE W = 916.54 :.....;:=; :.. .... ...................... - - - > \ \ 63 i i /� RE - 941.80 c ) ::::.-:.-:::.-:.-:::.-:.-:::.-:.-:::.-:.-:: RE - 938.22 i \ \ IE (NW) _ •918.01 IE (E) = 916.44 ::_:;:= _ - _ - - - -� I I IE (NW) = 923.67 `! c6 \ 1 ..:.:::;;:. IE (E) = 91"1 IE (S) 1 � � I I � I I \ 4 / \ :::;:: .... _- _ _ :::. :..:.:::.::: ::: .:..... ........... _ I I I I c W � 1 732 I I L - - - J 923.67 RE 939.7 / :::::=:_:<:: ::=::;': I I 2 �l - - :.:;:.. .................................... .......................... - - - - - // (SW) 921.54 0- :: . . . 1 17 II I1 1 II I I r :.......... r - 24 � M - 112 / L921.54 12 DIP - - I 6 I I I I I I 1 1 1 I I I I I / 3 R = 939.81 / I I 15 11 1 I - IE (N) = 920.22 I� \, l 6 7 I I 8 I I 9 I I 10 I I I I I I I I 14 11 -� �-- _ _ _ � I- - - _ JL _ _ _ / G _ _ � SW) = 920.1 � \ MH � ( ) _ � I I � I I I I I I I I 12 I I II \I � J �- - - - ✓ � � - - - � RE _ �38.58 r � /� ' I I I I I I I I I Q g 10 1 I IE (SW) _� 1 - 68) \ / IL _ _ - - - - - M - 104) MH _ (10 ) EMltl 9373E IE (NE/ � 9 E = 9 .14 - - - - - - � � - - - I - - - - - - - - � - - - � � - - 1 �� - -� - r 939. /� �� RE - 93964 1 E (SW) - K I IE ( ) - 922.74 , . \ I I 1 I I ( ) / A - 19.9 � 1 i , � � 1 I I 1 1 I S 919.28 // � 1 �o, 920.07 rt I (NE) 21. \ \ 1 I tj 5 ( ) I 919.18 / L , IE (N ) fi 922.74 \\ / � 8 PVC � \ �- \ I I I I \ - - - - - - - - - - MH (77) I \ \ MH - (108) 1 1 I I 1 1 I 1 939.32 \ C \ - r r - - - = 940.23 6 \ J 1 I I 1 I IE S 919.72 \ \ � � - 39.82 IE (N) = 914. 7 - 79-' I J L _ _ - J L ( ) - - - I I 5 I I 6 I I I I I I I IE (S) = 914 7 _ _ \ 1 L - - J L - - - IE,( ) _ 19.62 - - - 8 \�� 13 ,�i\ \ MH - 1 4) I I I 1 1 99 I I I � _ � � �_ -1 0 2 1 ��91 I J \ - 93 ��C 1I 12.25 II I a I -I II 1 I _ ;; - 1 1 5 I MH (101) v I \\ \ ,' c ) IE (W)I 917.71 1 1 1 I IIE (S I 925 61 J I / - - - - J F- £ = 938.66 � 4- I RE = 940.7 �� J L - }E � �1Z71 I MH - (98�J - - - - -� I_ - - �- I 2 1211 1 _ _ J - - - - -' OMOT B IE-,(-S) = 920.42 1 L - - - - J \ IE1,2SE) 928.75 - = r- - - - I J L - -1 1 1 II� ( = - J N / \ / MH -1 §4 - � F - - _ _ _ - / I - - - RE I I � IE (S ) = 925.80 1 12 1 I I _ - � . -� r \ / ll � = I41.51 11 IE (N - 0 i I 1 I I �_ I I 4 \\ �/ - - - - - � I I R�I� r- 936.13 1 I / 8 7 1 1 1 3 I I I (S I 917.90 I I I I L - - - - - J - - - - - �� \\ 1 1 I I IE N 920.92 I I _ ng I I �8 /// _ 'J \ �i 2 JII I I I I I I Q / 1 i - - - - - i - - - - - - � / /\ L _ - J L - - J L - - - J L - - � RE = 6 0 MR\ 5 /// 1a31 1 MH _ 8) \ \ oo �' O�-OT r- - W) 923.2 E (W) 9�3. 1 ��/ �/�� g V �„ VC M ��\ I FEE 941.08 \ - - T(� 923.2 _ E (E) �923.01 3 // s THE 9 - ��\ IE1 I`V) _ � I LIFT STATION , I �/ // � /- - - - _ '� 9�77 / SIFT 8 STUB sb - 5 // - - � r - - - � r - - - � \ 10 /�/ \ ? _ - / STATION IE=921.39 -1 RE=931.00 �� OT 1 Rom_ 940. 5 6 1 1 7 1 1 8 I I 9 \\\ M - 7) ent 1 8"IE(W)=907.58 INSTALL 12" PLUG AT ROW LINE IE (NW) - •9.27.50 Np \� (E) = 92R r5 I I I I I I \\\ EX- "2.26 ate Na• 1 WETLA T H 6 e N MH _ ( I I I I I I \\�, . I.E. (W�//) _926.00 PPP°X" ° - O(JM J I 1 /1 (EVE). -�26 �E = 9 0.61 � � � i � a C013E-DRILL AND CONNECT TO EX. MH-1 IE (W) = 92Z10 L_ J L - - - J L - - - J L - - - - � EX. HM� , ir/ OUTSIDE DROP SECTION. �E •(E)' ��27.10 �E=909.16 _________________ a PROP. DROP IE=913.10 a POH POND 4 - 1.0 HWL=932.7 �„� Neste OUTLET EL=930.0 POND BOTTOM=9 1. H_/_ td Nes EX. MH-� $„ PVC Nes RE=929.00 HWL=932.5 g" SA s°Ir7.88 POND 3 RE=932.00 IE=910.72 POND BOTTOM=920.0 H-1 IE-912.00 PV �s56 IE=929.2� OUTLET EL=930.0 ' 5AN �2 `CIE- \ HWL=932.5 _ _ POND BOTTOM=9 0.0 5AN RE 940.71 ` \ C IE= 28.53` 0' 100' 200' 300' NOT FOR CONSTRUCTION / Date: 11/29/16 sheet: 18 of 27 Adelaide 0008463UTP05.dw 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�' Desiy,nted: FDH II Prepared for: � � ENGINEER under the laws of the State of Minnesota. 12/3/116 Revised Wetland CITY COMMENTS Delineation >�H >Q0F5 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 westwoodps.com Francis D. Hagen II, PE 1660 Highway 100 South, Suite 400 Westwood Professional Services,Inc. Date 02/05/17 Utcenw No. 17716 Record P`"'in by/date: St. Louis Park, MN 55416 Hugo, MN L