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o2017 Westwood Professional Services, Inc. <br />8" PVC PLUG <br />8" DIP PLUG <br />STUB -18- <br />\ IE=924.87 <br />MH-17�`' <br />RE = 937.79 <br />IE (N) = 924.79 / <br />- - - - IE (S) = 924.69 / <br />r----------- D=13_1 <br />2 I <br />I I <br />I I <br />I I <br />_J <br />1 MH -10 \\ <br />/ \\ 3 RE = 947.70 <br />IE (N) = 923.46 <br />\ \ SIE (SW) = 923.46 <br />� D=24.2 <br />i <br />I 4 <br />I � <br />I I <br />I I <br />I I <br />MH -14 <br />RE = 945.15 <br />IE(W)=925.44 <br />IE (E) = 925.34 °, DIP M <br />D=19.8 <br />8" DIP PLUG j <br />STUB -15 <br />IE=925.52 <br />F_ MH -20 <br />8" PVC PLUG RE = 946.75 \ <br />IE (N) = 928.40 \ <br />IE (SE) = 928.30 <br />D=18.4, <br />STUB -19 <br />�IE(NW)=928.26 \ <br />r 2 � <br />i <br />I REMOVE PLUG & <br />I CONNECT TO EX. <br />FVC SANITARY SEWER <br />Westwood <br />Phone (952) 937-5150 7699 Anagram Drive <br />Fax (952) 937-5822 Eden Prairie, MN 55344 <br />Toll Free (888) 937-5150 westwoocips.com <br />Westwood Professional Services, Inc. <br />-------------------7/ I <br />I � <br />I �-----7 � F----------- -------- <br />I------------ <br />MH -16 \ / ��� \ / / / I I I 4 ice/ <br />/ RE = 942.66 \ 2 <br />I IE (N) = 924.16\> <br />I I IE (S) = 924.06 i JI -7 <br />D=18.6 i � 3 <br />iZ/l I 8 I I <br />7 9 �\ <br />6 <br />4 <br />Ii 1 I MH -6 / / / / I I MH -5 <br />- - _jL _ i _ I JI RE = 940.39 / I I I RE = 940.03/ <br />RE =9 944.83 I (W) = 920.98 / /l /l I I IE (W) = 92Q4/9 10 <br />\IE (W) = 923.74 I AE (E) = 920.88 / / I I IE (SE) = 9 .39 / / <br />►► lE, (SE) = 922.87 // D-19.5 / / _ J _ - _ �I I I D=19.6 / / / \\ EXISTING STORMWATER POND <br />� \ M H' 7 J / / / RE = \ <br />D=�'2 0 � / RE = 939.04 \ <br />/'- RE =8.92 �', -� / // IE (NW) = 920.02 <br />--- \��/ IIEE (E) - 921.44 �/ - -_►�� \�� � / //// IE (SE) - 919.9 <br />- <br />D=17.5 21 <br />RE = 944.07 _1/ / / D=19.1 \ <br />'(IH -11 I <br />I II �� i =� ----- ��• \ /// 11 \ �\ <br />� IE (SW) = 923.961 I % <br />22 -- . <br />-- ° A <br />IE (NE) = 923.861 I / ���\ �Q - 00 <br />` D=20.2 3 I I 4 / / - X \ <br />_ I 1 I I \ 23 � � � I I 10 <br />R = 94 I I / i�, I I I I / // / /\ �\ \ J <br />S= 924.42- 1 I / 5 I I 12 X <br />gE( ) - J I I R� 940.15 1 ` \ I I 9 I / / / \ �' MH -3 <br />NE = 924.32 1 - � � I / <br />=19.9 2 I J / IE (NW)I 1922.07 \\ 7 1 1 I I I I // // \ RE = 938.07 I J <br />�H-13 1� L� -IE E 1 921.97 I I 8 I I I / / / / IE (NW) 919.55 J <br />E = 948.49 1 �� )I I D=18.2 \ \ I I I I I I \ IE (SE) = 919.45_ - - - - <br />W= 924.86 J J I \\ I I I I I I // i �� \ D=18.6 ---924-7 <br />-----� <br />L23.7, REMOVE PL 1 \ \ I I I I I I / / // \ �' - MH -2 13 `�' I <br />\ I & CONNECT TO I 6 \\ \ I I I I I I / / 111112 // RE = 936.82 <br />MH- 1 II EX. 8" DIP I \ I L - - - I I I / / / / / / IE (NW) = 918.97 J <br />RE = 94 61 WATER MAIN I \\ \\ ) I I / // //// // // �i ,\ \ IE (S) = 918.$7- <br />\ IE (S) = 128. D=180���'�/14 <br />D=20.0 --� �� �/ / // �_ Tom,/ 13 <br />EXISTING 8' PVC SDR / 14 , �'� \ ' ; �' 15 \ EXISTING 18" RCP <br />/ 26 STUB @ 0.40 I \ �' , \ �' STUB @ 2.03 <br />\ / STUB IE = 928.26 <br />REMOVE PLUG\ & � STUB -1 <br />\ STUB IE = 926.59 <br />\ / EXISTING 8" DIP / \ _ 15 CONNECT TO EX. 8" \ IE(N)=91 4 <br />PVC SANITARY SEWER \ <br />EXISTING SANITARYAH \ \ �� �3 _ _ _ - - - \ �EXISTING 18" F S <br />RE = 935.4\\� _---- -�1 i \ ��� oo IE = 921.05 <br />IE SW = 935.40/ &JMOT A � r - REMOVE PLUG <br />\ ��O IE SE = 9117 17 I 16 & CONNECT TO I <br />_ EX. 8 DIP <br />WATER MAIN I <br />\ U <br />EXISTING 21" RCP / / ` - - J �� EXISTING 8" PVC SDR z <br />STUB @ 0.14% \ �' 26 STUB @ 0.40% Q <br />STUB IE = 936.82 �/ \ / STUB IE = 918.44 ' <br />CL <br />"Po - 00 <br />ODK <br />I hereby certifythat this plan was prepared by me or under my I Revisions. I KIT I Prepared for <br />o • <br />direct supervision and that I am a dulylicensed PROFESSIONAL <br />ENGINEER under the laws of the State of Minnesota <br />Checked. DCH. K rr <br />Drawn DJW, SRS <br />Record Drawing by/date: <br />John Bender, PE <br />Date: 07/05/17 <br />License No. 43358 <br />EXISTING SANITARY MH <br />RE = 953.78 <br />IE = 917.91 <br />Elmcrest Investments, LLC <br />3500 Willow Lake Road <br />Vadnais Heights, Minnesota 55110 <br />Call 48 Hours before digging: <br />GOPHER STATE ONE CALL <br />Twin City Area 651-454-0002 <br />Mn. Toll Free 1-800-252-1166 <br />General Utility Nota <br />THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION <br />AND NOTIFY THE OWNER OF ANY DIFFERENCES. <br />UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALL <br />CONFORM TO THE CITY OF CHASKA ENGINEERING GUIDELINES & THE 1999 ED. OF THE <br />"STANDARD UTILITIES SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION <br />AND SANITARY SEWER AND STORM SEWER INSTALLATION BY THE CITY ENGINEERING <br />ASSOCIATION OF MINN." AND TO THE "STANDARD SPECIFICATION FOR HIGHWAY <br />CONSTRUCTION" MINN. DEPT. OF TRANS., AUGUST 31, 2005 INCLUDING THE CURRENT <br />ADDENDUM. THE CONTRACTOR SHALL BE REQUIRED TO FOLLOW ALL PROCEDURES AS <br />OUTLINED BY THE LOCAL AGENCY. <br />THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF <br />THE PROPERTY LIMITS. <br />VERIFY EXISTING INVERT LOC. & ELEV. PRIOR TO BEGINNING CONSTRUCTION. <br />THE WATER SERVICE SHALL BE INSTALLED WITH A MIN. OF 7.5 FT. OF COVER. THE <br />CONTRACTOR SHALL VERIFY THE CITY AS -BUILT CONSTRUCTION PLANS TO CHECK <br />LOCATION AND MATERIAL TYPE. <br />THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR FOR UTILITY <br />LOCATIONS PRIOR TO UTILITY INSTALLATION. <br />MAINTAIN MINIMUM 18" VERTICAL SEPARATION BETWEEN WATER MAIN & SANITARY <br />SEWER. <br />Legend <br />EXISTING <br />SANITARY SEWER <br />WATER <br />HYD. W/VALVE <br />STORM SEWER <br />Fable Hill <br />4th Addition <br />�� <br />PROPOSED <br />SANITARY SEWER <br />WATER <br />HYD. W/VALVE <br />STORM SEWER <br />0' 60' 120' 180' <br />0010423UTP01.dwg <br />Date: 06/26/17 sheet•. 6 of 9 <br />Preliminary <br />utility <br />