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© 2016 Westwood Professional Services, Inc. 6- z \ Call 48 Hours before digging: w _ 811 or call811.com OUTLET EL_927.0 I I Common Ground Alliance P N - General Utility Notes MF(7)- Ir �r �� r ,I- � MIF4 �t I z I s 4 I 1 5 I I a I 1 t 11 z 1 s 11 s s / THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION II II II I II // /� \ AND NOTIFY THE OWNER OF ANY DIFFERENCES. 1 11 I ILi e // \ \ L L L J L J L J \ ;1 / - UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALL POND 12 CONFORM TO THE CITY OF HUGO ENGINEERING GUIDELINES & THE CURRENT EDITIONS OF Legend F - - _1 F - - -1 F - -1 I / / / OUTLET EL=9 7.0 THE STANDARD UTILITIES SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE t t '� / INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BY THE CITY L _ _ J-_ L -_ - J L _ _ _,�- 8 HWL=9�28. EXISTING PROPOSED h \ r -� J L -Y J L -�_ J s�\\ ^ . POND tiVTTOM ENGINEERING ASSOCIATION OF MINN. AND TO THE STANDARD SPECIFICATION FOR I 11 \\ HIGHWAY CONSTRUCTION" MINN. DEPT. OF TRANS. THE CONTRACTOR SHALL BE SANITARY SEWER a SANITARY SEWER t _ s L -s J t -r L J�- � / II (9) \ \ REQUIRED TO FOLLOW ALL PROCEDURES AS OUTLINED BY THE LOCAL AGENCY. WATER WATER I L - - J L - - J L MH - (4) / \ II _ • r s r s -4 - (31) / I a \\� JL e HYD. W/VALVE o.0 HYD. W/VALVE THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF =e 1 / �\ - \ J, T \ THE PROPERTY LIMITS. STORM SEWER as STORM SEWER N - \� /Q �� -s < / / VERIFY EXISTING INVERT LOC. & ELEV. PRIOR TO BEGINNING CONSTRUCTION. 4" IRRIGATION I \ Q I r28) //8 z \ / \ SERVICE ' T( e JL of 101, THE WATER SERVICE SHALL BE INSTALLED WITH A MIN. OF 7.5 FT. OF COVER. THE PUMP STATION /�/ CONTRACTOR SHALL VERIFY THE CITY AS-BUILT CONSTRUCTION PLANS TO CHECK \ ' LOCATION AND MATERIAL TYPE. ll l r� THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR FOR UTILITY L J ll�//�//fee C ,/ \ LOCATIONS PRIOR TO UTILITY INSTALLATION. 17 MAINTAIN MINIMUM 18 VERTICAL SEPARATION BETWEEN WATER MAIN & SANITARY \ ' MH - (26) �\ I SEWER. M ��%^� MH - 1 /6 // \ \ _ - , OrmoT c H. y (25) H 1 14 POND 10 • OUTLET EL=928.5 " \ HWL=930.0 % L � 7 TT -1 F POND BOTTOM=918.5 �� MH - 1 \ 7 L I ' OUTLET EL=928.0 I a 4�\/ POND 19 iI HWL=928.5 1 J MH - 17 OUTLET EL=929.5 ' POND BOTTOM=900.0 / e � � � - L - a HWL=930.0 • / / �- 7 \ L - I POND BOTTOM=904.0 I \ L - -I e H - 18. \ POND 9 J L- - _j OUTLET EL=927.0 F- a. - 1�- HWL=928.7 / _ -1 F_ a I \ P ND BOTTOM=920.0 _ in � L - MH (19) 10�•\\�/� / MH [(20) outcor G POND 18 \ \ p MH - (23 OUTLET EL=929.5 + HWL=930.0 I I �I POND/WETLAND 22 20 /\ POND BOTTOM=900. HWL=928.5 /m MH -. (24) /� j MH - (115) f Z \ �� OUTLE L� 5C� � 1 MH - (116) P ND B 18.5 �� /� �l - � - POND 8 0 OUTLET EL=930.0 - - - -z - - - - - - - - - HWI =437 7 PON 15 � � - - -\ - - 0UILET\EL=9-23.0 - y- -M�I�-{1� - - - - - - - _ - - - - . POH POH i - - - - - - - - - - - - - - I POH EL=9 8.5 O� L-928.5 / -' I ; Donor a W�= 31.0 m 0 BOTTI\ 900.0 - _ MH - (119) OM= 98.5 l� MH - (5. �� r -11r� \ M (45) MH - �118� I MH - (89) 1 1 . MH - (109) r 111 o I MH - (90) PQND 6-0 � 1 �I ' MH f loe(4 ) / I ^ OUTLfo�L=930.0 MH - (110 \ II a II 2 I / HWL=932.5 1 - - - - - - - - t ^� MH . �92) POND BOTTOM=924.0 H - 111 - J L I I I I MH - I(43 POND5 � ) ( ) t 2 '/� �\ MH - (71) MH - (76) OUTLET EL=930.5 Fi - 1 4) 2 \ \ POND 7 HWL=932.3 L - - \ MH - (72 OUTLET EL-930.0 MH - (107) POND BOTTOM=922.0 J r - - L -t J H - (49) / s 3 ( 13) ( ° WL=932.0 _ 9 25 - - � � �2 I I 4 MH 1 - �8 _ _ � - _ .I I \ I r\ C J �IH (E \ s / \ . MH \�`�)\ -�01d1� lL -�� I�-Ir �� -\\ L -y J / Z / / I 1 1 , `� / \ / \ -1 1 r n I 118 I I 'e l l I I I I 11 I - - M H - (112) - (50 . / MH7IF 1F IF - IF - �� \\ II L _ JL _ J� � � �L _ JI- J \24 Donor E \\ t � I � // e I I � 11 80 111 11 in 11 n I II � 1 � �L �- J 103 J L- �L _ JL JL _ JL _ JL _ JL _ - � _ _ -1 , -�r - -►r - , - - MH - (102) � ' C t // _ � � s II 4 II s II a II � \ - ( ) - \ / \ .� / 2 f73-) -1 �I 1 a \L - _ - _j I I I I I I I M 10 \ - - , in H tz�816 $ N= �� - - �r - �r- t J L - JL - JL - �L�/ /- - - MH - (101) \\ �H1 (6 �\ // II ,, 11 s 11 e I I II II I Jam _ - � � ( ) M H - � I I I I I I I I I I I I � _� a �i � ' s M \ u >ct \ r. _ -\ r -= I s I -MH - (100) / - - - ✓ I ` / // 4�L - JL - JL - J L - JL - JI_ - 2 1ZI1 -I OUnOTB I I� - / ( r�r�r � M I (93� �� r-(1 - � WH �78 _ > ll I B 11 8 11 7 M - 51 � L - - ] L - I I I I °( � 7 \\ � >0 4 _ �� MH ln(9 ) ter - I- - I I I (�� >\ / 2 Jll - - JL_ J \ / tn / u� / i\ L JL - JL M (36). \fib Po - I MH - ( 2) W9 a n / s / I 112 11 s 114 11 \\ >�' \\ °T \� 4 /l I 1 e I 7 11 8 11 s \�\ HOWLL 931.7 ET 930.0 0' 200' 400' 600' I a �� L L L L L L L LiJL J L rH \ I 011 MH - (77) OunoT - ____ __ MH - 58 Mir so - �� NOT FOR CONSTRUCTION --- ------ -------- ------ -------- - ----------------------------- -------- , -OUTLET EL=930.0 H _ / HWL=932.5 MH (33 \ MH - IND BOTTOM=920.0 � MH - (3 ) H L=9 1.5 MH (35) - I M - 37 P L OTT M=918.5 MH - (34) HWL= a -932.5 - MH - (96) MH - (98) / ( ) M X - \ � \ P D OTTOM=40.0 MH (95) Date: 11/29/16 Sheet: 14 OF 27 �, 111 1 Adelaide 0008463UTP01.dw Westwood I hereby certify that this plan was prepared se me or under AL Reo;siom Prepared for: direct supervision and that I t a duly licensed PROFESSIONAL FDH II LandingENGIlVEER under the laws of the State of Minnesota 12/0/16 Revised wetland Delineation • Overall Preliminary 03/10/17 CITY COMMENTS' FDH II OP,5 Adelaide LLC Phone (952)937-5150 7699 Anagram Drive 03/10/17 CITY COMMENTS Fax (952)937-5822 Eden Prairie,MN 55344 DWR 1660 Highway 100 South Suite 400 Utility Plan Toll Free (888)937-5150 westwoodps.com Francis D. Hagen II, PE � g Y � y Westwood Professional Services,Inc. Date 02/05/17 license No. 17716 Record Drawing by/date St. Louis Park, MN 55416 Hugo, MN L