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o2017 Westwood Professional Services, Inc. HYDRANT w/AUX VALVE (TYP) MH - (53) RE = 927.08 MH - (65) RE = 927.39 MH - (66) IE (SW) = 914.71 RE = 926.56 IE(E)=914.61 IE(W)=914.33 � x x x - F \ x- x - _ - IE (E) = 914.33 = - I I \ WTLD D II \ I II II 1 I II I II II I I 4 ///� \\ OHTL06) IE (SE) = 915.31 / \` I I / > RE - 928.22 \ I 1 I I 2 I I 3 I 2 \\ _j ` /// 5 IE (SW) = 915.09 \ I I I I I (NE) = 914.99 925`§ /IE7N x/99 � \3 \\\ -- J IE (SE) 914. \ 10 F MH MFf7 RE �/ 69\\ / \ RE = 92 )78 I I (NE _ \ 156 I1 I \ I OUTLOT%A• �� `\I L- - - � -MH - (38) RE = 920.79 IE(S)=913.71 I- 7F 7 �WTLDH MH - (41) RE = 926.89 IE (S) = 913.33 MH - (40) IE (E) = 913.33 RE = 932.66 IE (W) = 913.23 IE (E) = 914.65 IE(W)=914.55 I- -I F_ - -I F_ MH - (45) RE = 929.52 1 E (S) = 916.61 F r------� MH - (39) II I� �I II II II II II II II I I I 1 RE = 930.48 p II II II 1 1 1 2 1 1 3 1 1 4 1 1 5 1 1 6 1 1 7 1 1 8 1 1 9 1 1 I I L_-_-_ IE (N) - 915.97 WTLD K 1 I I I I I I I I I I I I 10 I IFil I F -- IE (S) = 915.97 p I II II II II II 11 II II II II 01 t NI I IE(W)=915.87 I-__1 LI �I I -I �_-I L __J I -I __I L -_-I I_I L-_-� I -- JI 1III --- MH - (44) / „ 6 -- --� RE = 931.40 3IE (N) = 916.58 _ Z:::: �- IIE O1= 91 .217 I I I I I I I I I I I I I I I18111 III I 4 I \ IIE ( )=91 1 1 II 2 II 3 II 4 II 5 II 6 II 7 II I I < \ 12 -1 F_ - -1II I Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 MH - (50) / IE SW =\927.01 Z_ - /�/ 12 > // . // \\\\ H - > I----3-� - ---I I---1 1--7 I--7 I--� I--_1 f -� I---� -I ��\ \\\\ \ 1� RE = 926.09 O �. �/ if ) I I I I I \ \ 1 1 IE (NE) = 913.72 k � X \ \ JG IE (SW) = 917.73 7.65 15 13 12 11 11 II II 9 I I II II \ 9 \ � M - 36 I 16 II II \ IE = 913.32 MH - (71) = I I I 1 1 I I / \ \ IE (I� = 913.321LD E RE = 926.97 IE (N}4= 1 39 M (47 1 - ( 1 I I HYDRANT w/AUX \\ R I 932. 4 \ \ IE (� W) = 913.32 IE (N) = 911.87 I IE (S) = 1 2 R 932 I I I I I I I \ 2 VALVE (TYP 913.22 IE (SW) = 911.77 L-----J�_� �-J �- -----� _ -I L- 1 L_--1 L --J L__J I -_J I-_ \\ \\\ 13 \ 1 MH 1 7 F-7 f --I I-_vlFfl - \\ x \\ \ I I I 1 1 I I 1 1 R 1 1 1 1 1 v I I I I \ \\ RE = 93 � 3 \ \ \ \ \ \� 12 \\ \ \ IE = 91 166 I 7 I R_ I I �q I I 10 II (� I 1 ?281 I 13 I I > \ \ \ \ \ % bl�l - (51) MH - (69) \ \ \\ � ) \ I I I I MH" 6J- 14 I I 1� 9 I I 8 \ \ \ \ RE = 927.44 \ 6 \ i \ = 92 95 IE (NW) = 91 6 RE = 3.07 I I I I I I I I I I I I I I \ \ \ > IE (NE) = 917.18 RE = 928.75 \ \ � � \\ 11 \ � � I I �, \ \IE (NW) = 912.6 MH - (15) I I I IE E 9 1 I I I I I I I I 00 x IE SW 916,12 \ \ I I I I I l I I I I I I I I I i I I \ \� , MH - (52) IE (SW) = 917.08 ( ) _ \ � �'� \ � � � RE = 934.41 IE (NE) = 916.02 \ \ i \\ 10 \\ \ �� 14 \ 1�� / OU LOTH �-_J-� 11E (WJ X91 �L_- J �-J-J-J- -� J RE = 928.97 �- 11 (E) = 909.71 = Q RE _ �.3�3)41 � �'-I I- � � - � I- - � r- - - - L - -J L- - J L RE = 930)82 (N) = 910.7,1' _ IE (NE) = 916.47 � // � \\\ j j�(W) 909./1 IE (NE) _ _ -) � I I I I I I I I � � � f - � I- - -I � - � I� � � _915.63 IE (W) = 916.37 ® 4 \ $ \\ \ / �' , 15 , , ; - T� (S) = 909.61 0 =, efi1 11 ' r I I I I I I I I I I I I I I 11 I IE ( ) - 915.63 \ \ - 1 _-� II II 11 L-_- __� - \ \ > MH - (61) \ MH 8 57) ` / r 1 1 1 1 1125 1124 1 23 I 1 22 1 1 I 19 18 1 17 1116 15 �- - - - IE (s) = 915.53 RE = 9 0.2� 1 1 26 I I I I I H 25) I _ RE = 927.56 \ '� v IE N 2 1 1 27 - ) E =1 34.8 I 1 I 1 I 1 I I 12 MH - (43) / y 3 7 \ �� IE (SW) = 915.12 �- ; \ o- \� ( ' 911. 1 I I I I IIE E 1 I I 1 I � _ L - _ RE = 929.14 H 16 \ 1 1 I E -I I 1111 ( - _I _ -� () = 914.86 NfH - (60) IE (NE) - 915.02 � J � - J L - I- - IE N RE = 928.15 I � `o ` 9 \ 1 1 _� �- - J � - -� � J � J L_E�� -sJ .�8- -� I- I � � / IE SW = 915.62 1 J W� � � 13 � IE (S) = 914.76 I 6 �� / IE (NE) = 915.52 L� 33. \ --� �-_J t --- MH - (27) (N) X7910. \ 7\ �,-- - / ' E - _Q1 4 69 \ / WTLD BB (SW) = 910.8 RE�35.42 _ / IE (SW) X911.77,/ L \ \� IE (NE) = 911.67 \\\ E _� 98 RE H (20) / / 2 IE (/S= 916.72 E) = 916.62 IE (S) = 912.24 � � � � � �� 4 I� \\ 1 1 IE (NE) = 912.14- 1 MH - (59)OUTLOTD �// 3 �� // 3 \\\\ \\�,J�--- c \ \ \ RE = 927.40 L / \ \ I \ \ ; IE (W) = 917.31 / /� \ \ \ /IvIH - (18) I / RE = 934.37 I \ \ � IE (NE) = 917.21 � � � // IE (SW) = 911.30 - (moi- RE = 925.82 L 4 /l 2 \ 1�1 bf 11.20 L--- -- IE (E) = 917.79 4 LCJ �LI SH - - - - - - - - - - I Rr- 934.40 F- 21 WTL 8" BULKHEAD = 924.03 (N) 1 5 I H - 33. - � � lE = 923.93 (S)-- k___ I ao 1 ` � E = 933.77 L--_ --J I I IE (S) = 912.71 ��++�� IE (N) = 912.61 1 General Utility Notes NNG SIGN-' -7 MH - (12) ®� RE = 934.19 MH - (13 THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION IE (N) = 913.01 RE = 931.48 AND NOTIFY THE OWNER OF ANY DIFFERENCES. IE (NW) = 908.19 UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALL IE (S) = 908.09 CONFORM TO THE CITY OF HUGO ENGINEERING GUIDELINES & THE CURRENT EDITIONS OF THE "STANDARD UTILITIES SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE n' 'T' r` / , INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BY THE CITY Legend ENGINEERING ASSOCIATION OF MINN." AND TO THE "STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION" MINN. DEPT. OF TRANS. THE CONTRACTOR SHALL BE EXISTING REQUIRED TO FOLLOW ALL PROCEDURES AS OUTLINED BY THE LOCAL AGENCY. SANITARY SEWER 4 THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF WATER THE PROPERTY LIMITS. VERIFY EXISTING INVERT LOC. & ELEV. PRIOR TO BEGINNING CONSTRUCTION. HYD. W/VALVE' STORM SEWER as THE WATER SERVICE SHALL BE INSTALLED WITH A MIN. OF 7.5 FT. OF COVER. THE CONTRACTOR SHALL VERIFY THE CITY AS -BUILT CONSTRUCTION PLANS TO CHECK LOCATION AND MATERIAL TYPE. THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR FOR UTILITY LOCATIONS PRIOR TO UTILITY INSTALLATION. - MAINTAIN MINIMUM 18" VERTICAL SEPARATION BETWEEN WATER MAIN & SANITARY SEWER. Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota. john Bender Date: 03/19/18 >Liaense No. 43358 Revisions: 02/16/18 Revised per Client Request 03/19/18 City Comments -7 F___7 P r--- --� \\/IE (N) = 914.00 I I I I � IE (S) = 914.00 % / 12 1 I 13 I� I 126 15 / 25 i \ IE (W) = 913.90 SIH - (70) 1 1 I I RE 1 935) I 1 - \ J/ /� I MH - (30) RE = 933.35 I _ _ 1 IE ( = 91 I ) 91 x.50 , J RE = 929.13 E(S)=909.1`-_=---� 1 IE( =91 �0 11 -IJ = 3.40 16 / 24 1 I NE(S)=914.59 ^�\ E (N) = 909. 1- 2 -I� - - L- - �L I �I IE (N) _ X4.49 I \ OUTLOT F I - J 8 OUTLOT G / / 17 7 MH - (31) -� I--=---7 \ 1 L _ \ 23 I RE = 928.00 I ----_�� o_ IE (SW) = 911.33 1 IMH _ J /F_ -% 18 \1 o r-----� ��j 2 I -- 2� \ 7 / I I 00 I 22 I WTLD M \ IE ) 908. 1J �/ %� �I` REMH 924365 V J �E (S = 90/ /1 �� WTLD 1 �i i' \� -��/ \�� C IE (NE) = 910.88 1z /�-----� / / 1 MH6- \ \ 21 I IE (S) = 910.78 / 3 5 I I RE = 1�� J // \ -----J WTLD P ,oG \\v/� P 11 II IE = 912.1 \\ // 20 \\\ // j ��' �lE 8" PG's , ' I a '' -----� L-----� \ l / \�\ // L /E = 910.4L _8" DIP W.M. LUG --SMH --- -108 LF 2-18 RE = 930.97 / 29 MH - ®0.699 cV \ lE = 908.15 ( ) FES = 916.50--=__ RE = 930.35 yy ___ _ _ \ / IE (N) = 915.25 SMHr ___TNH = 926.31 RE = 923.87 \ � TNH = 930.41 \ � lE = 910.30 - SANITARY SEWER t WATER HYD. W/VALVE STORM SEWER N 4" IRRIGATION I SERVICE PUMP STATION FP Designed: M �ed: im Drawn: cry Record Drawing by/date: Prepared for: CPDC-Pratt-Oakwood LLC Partnership 3500 Willow Lk Blvd. Suite 100 Vadnais Heights, MN 55110 Oneka Place Minnesota PSS�'� __/ 1� WTLD V - 0' 100' 200' 300' NOT FOR CONSTRUCTION Latest Revision Date:03/19/18 0008260UTP02.dwg Date:02/05/18 Sheet•. 10 of 16 Preliminary Utility Plan