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© 2016 Westwood Professional Services, Inc. I � <br /> \ Call 48 Hours before digging: <br /> 811 or cal 1811.com <br /> Common Ground Alliance <br /> I + \ <br /> Legend <br /> \ / / EXISTING PROPOSED <br /> wAT war JA 7- war \ / SANITARY SEWER 4 SANITARY SEWER <br /> I SAN SAN SIN SAN SAN / / / <br /> \ WATER I WATER <br /> �, <br /> HYD. W/VALVE HYD. W/VALVE - <br /> ' 3Q / / STORM SEWER 44 STORM SEWER N <br /> 4" IRRIGATION I <br /> ' Q / SERVICE <br /> PUMP STATION El <br /> I I SANOq1t <br /> E .MH- - � / / / <br /> R =9 6.68 - T <br /> I / war U IE 92 .36 - POND 13 <br /> a UTL EL 92 .0 <br /> I I I REM VE PILUG I - E .MH _ _ I I I I IHWL�93 .2 I 1 / <br /> I CONFECT �TO EC 00 R =9 X.X2 � 1POIID B6 <br /> 8" WM w/8" G.V. E 92 .82 <br /> - - --J <br /> ..................... <br /> I <br /> M H 6 .. <br /> F -1 ... <br /> _ _ ►_► _ ( ) <br /> r I I MHO L (7) I I I I I F - -1 F - � IIE _ �10 `_:::::=::. MH- (5) - �.............. <br /> I I = 38.401 1 1 I I I I I - E = 938.70 <br /> REMOVE PLUG & I I I I I IE - I .00 / <br /> CONNEC TO EX. I I I I I I I 7 0 // ::;;;IE (W) = 927.89 / / \ <br /> .. 4 11 5 11 6 <br /> 8" WM w/8 G.V. I I = 5 I 1 - / /' :::::. <br /> / " II II II / <br /> 12 x8 EDUCER I IE = 5.6 I 1 <br /> I I I I I I I :: \ <br /> I o tz� I I I I I / �...:.... HYDRANT w/AUX. • / <br /> CORE DRILL I I I I I / 6 ) / I <br /> CONNECTION I I I I 1 = I I I I I I I // VALVE (TYP) \ <br /> x TO EX. MH- 2 - L L I_ - J L - J I- J L �'� / / <br /> Q „ - <br /> I war EX.1 A - war EX.8 DIP war I IP I I 1512 <br /> " ::. I / / <br /> I 137TH SfREL9F\ffl. EX.8"PVC EX.MH-12 P C " PVC f 1 I :'. <br /> 8"PVC ►► ►► 8" PVC / / / POND 12 <br /> � RE=936.9 <br /> L I :. / <br /> IE= ►► - - - - - ::.:.:: / / / OUTLET EL=927.0 <br /> RE=935.69 N DROP _ .::•;::s:ss;:>>:s;;:s;:>... H WL=928.6 <br /> / E=923.99(W) w w IE=924.92 - I 1 I I I I I I _g /\ � " '•" > I / / / POND BOTTOM=917.0 <br /> -::. / <br /> i I E=923.44(E) - - J - - J L - - - - - J <br /> IE=920.68(N) \ 8 <br /> E=92o.6o(s) MH (30) 1 2 I a I 2 I I 12 I I I I 7 <br /> / <br /> ' RE = 39.67 I 6 I I <br /> L - - - - - J L - - - - - J L - - - - - J \ <br /> I IE S = 26.74 - - - - - - - - - - � I- - - - - - - a <br /> IE (N) = 26.64 <br /> I I I I I � � \ <br /> / L - - - - - J L - - - - - J L - - - - - J y 1 E =1 938.96 - / <br /> I ' r - - - - - - - - - - - - - - - � A � _ - - - _ •928.35 / 5 \ \ J L ` ` I MH (9) <br /> MH - (29) I -� I 9 I N 1 ( 928.45 1 \ <br /> I - I 5 L \ � I 4 � RE = 943.72 <br /> RE = 939.28 L - J <br /> I � IE SE = 927.10 � \ � � � IE (S) = 932.98 <br /> / _ _ / I 4 <br /> MH - (28) F - - - - � ' u</ 6 / / 7 / / 1 r - - =_ _ J - � � � � / 9 <br /> I / / <br /> RE = 938.89 <br /> I \ -fE ( =927?F6 I MH - (10) / <br /> • IE (NW) = 927.3E r 8 J L / - J / MH _ (31) / 1 3 / I RE = 942.41 <br /> \ RE - 939.35 / / / 1u IE (N) = 931.82 / <br /> IE N = 929.07 ` IE SW = 931.72 <br /> /� � \ o�P ^� I = 931.21 <br /> I \ Jll / �\\ / �/Q � � IE (S - 931.11 <br /> / / 15 / / l / 1 12 ; J <br /> / / 16 / / <br /> MH - (27) - � j / / / / \ G / <br /> � J [ / f13 <br /> \ / <br /> RE = 938.61 � - � MH - (25) � � I <br /> IE (SE) = 927.85 -- (26' RE = 938.98 <br /> Q IE (NW) = 927.75 RE 938.92 IE (W) = 929.64 <br /> ' IE <br /> 08 <br /> I / RE = 940.83 - <br /> \ IE (NE) = 930.57 <br /> IE (SE) = 930.47 ` o� <br /> OUMOT C -� I c� 15 - <br /> J RE H 938.0E 1 /// 16 /l <br /> I / \ // CONNECT TOREMOVE GEX. <br /> z <br /> I ' - IE (SW) = 931.73 / \ // 8" WM w/8" G.V. <br /> 17 ORE DRILL � °o I <br /> I I \ \ •� L CONNECTION o <br /> POND 10 HYD(TYP TO EX. MH-22 11J <br /> \ I I OUTLET EL=928.5 S <br /> ............ <br /> I I - / .,:r?� / \ 1 - 8" DIP S N EX.8" DIP SA 1 AN <br /> SAN <br /> \ I HWL=930.0 2 <br /> POND BOTTOM=918.5 :: _♦ / ry EX.10"PVC Ex.1o' <br /> I 135 TH S�AET N. <br /> I ' / X.MH-22 EX.MH-20� <br /> RE=934.67 RE=935.62 <br /> 2 / / I IE=928.41 IE=927.93 <br /> PROP IE=928141 <br /> MH (14) <br /> I / / - ♦ ,:3 / \ �/ RE = 935. 9 <br /> • / I / IE (NW) = 928.93 • <br /> IE (E) = 99.21 <br /> I I OUTLET EL=928.0 � � / ��� �/ � / �H •- (1� • . <br /> I HWL_928.5 5 /� / RE = 937.44 <br /> • POND BOTTOM 900.0 I / / 4 IE (NW) = 92 .47 POND 19 <br /> _ IE (SE) = 929�3 OUTLET EL=929.5 <br /> I \ I - J L , HWL=930.0 <br /> 6 /� POND BOTTOM=904.0 <br /> 0' 100' 200' 300' <br /> M H - (17) - -� NOT FOR CONSTRUCTION <br /> RE = 940.24 <br /> \ IE (NE) = 930.20 - <br /> I X' \/ \ / IE (S) = 930.10 1 I $+► - - - - � <br /> � 7# Date: 11/29/16 sheet: 15 of 27 <br /> L -�- - - MH - 8 1 • 0008463UTP02.dw <br /> Adelaide <br /> Westwood I hereby certify that this plan was prepared se me or under my AL <br /> direct supervision and that I am a duly licensed PROFESSIONAL R�O�' Designed, FDH II Prepared for. � � <br /> ENGINEER under the laws of the State of Minnesota. 12/3/116 Revised Wetland CITY COMMENTS Delineation >�H >Q0F5 LandingPreliminary <br /> pi � <br /> Phone 952 937-5150 7699 Ana ram Drive 03 10 17 CITY COMMENTS LLC <br /> ( ) g / / <br /> Fax (952)937-5822 Eden Prairie,MN 55344 Drawn: DWR Utility Plan <br /> Toll Free (888)937-5150 westwoodps.com Francis D. Hagen II, PE 1660 Highway 100 South, Suite 400 <br /> Westwood Professional Services,Inc. Date 02/05/17 License No. 17716 Record Drawdg by/daite St. Louis Park, MN 55416 Hugo, MN <br /> L <br />