Laserfiche WebLink
o 2017 Westwood Professional Services, Inc. <br />8" PVC PLUG <br />8" DIP PLUG <br />r ----------I <br />STUB -18- <br />\ IE=924.87 <br />MH-17�`' <br />RE = 937.79 <br />IE (N) = 924.79 / <br />(S) = 924.69 / <br />F_---- ------ D=13_1 <br />2 I <br />I I <br />I I <br />I I <br />I _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 />' 4 <br />I � <br />I I <br />I I <br />I I <br />MH -14 <br />RE = 945.15 L J <br />IE(W)=925.44 <br />IE (E) = 925.34 DIP M <br />D=19.8 <br />8" DIP PLUG <br />STUB -15 <br />IE=925.52 <br />F- MH -20 <br />8" PVC PLUG RE = 946.75 \ <br />IE (N) = 928.40 \ <br />I IE (SE) = 928.30 <br />D=18.4, <br />_ STUB -19 <br />r 2 IE(NW)=928.26 \ <br />i <br />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 westwoodps.com <br />Westwood Professional Services, Inc. <br />-------------------- I <br />I � <br />I , r-----7 � F---------- -------- <br />MH -16 \ \ / / / I I I 4 <br />/ RE = 942.66 2 <br />I IE (N) = 924.16\> <br />I IE (S) = 924.06 <br />D=18.6 i ��� 3 <br />i II II II X I I 8 I I / <br />i \ <br />I i I MH -6 <br />- -L _ i _9 I JI RE = 940.39 / I I I RE = 940.03/ / <br />RE = 944.83 I (W) = 920.98 / /l /l I I IE (W) = 92Q4/9 10 <br />\IE (W) = 923.74 AE (E) = 920.88 / / I I IE (SE) = 9 .39 / / / / \ EXISTING STORMWATER POND <br />►► - lE` (SE) = 922.87 \ D=19.5 / / - J - - - �I I D=19.6 / / / / - \ <br />D=x' Q 7 - % / / / / / RE 4 939.04 \\ <br />RE 8.92 ��, -� ` / // IE (NW) = 920.02 <br />IIEE (E) = 921.44 / - -��� \ / //// IE .1 <br />H = 919.9 <br />- - - - <br />/ - D=17.5- 21 ► �/ / / / / D=1919.1 \ <br />'(IH -11 I � � <br />RE = 944.07 I II �� i =♦ ----- . 20 . <br />IE (SW) = 923.961 I % 22 , -� - - - - <br />IE (NE) = 923.861\�� <br />D=20.2 3 I I 4 / / - , X <br />te=_ <br />\ <br />� I 1 / / \ 23 � � � I I 10 / / \ i < \ <br />R 94 I I <br />S 924.42 1I II /5 X <br />MH -8 I - �JII 11 \ 1 I 1 I I II I I I9 <br />\ 12 <br />ZE (NE) 924.32 R 940.15 RE = 938.07=19.9 2 IE (NW)922.07 7 <br />H-13 I -1 E E) 921.97 8 IE (NW) 919.55 - - - - - J�E = 948.49 1 D=18.2 IE (SE) 919.45 <br />W 924.86 J I <br />I I <br />�JJ <br />D=18.6 --- -----� <br />D�23.7, - __ REMOVE PL I \ \ I I I I I I / / / / // \ v - MH -2 134 <br />I <br />\ I & CONNECT TO I 6 \\ \ I I I I I I / / / / 12 / / / \ �' < RE = 936.82 <br />MH- 1 II EX. 8" DIP I \ I �- - I I I / / / / / / IE (NW) = 918.97 J <br />RE = 94 61 1 WATER MAIN I \\ \\ ) I I / // //// // // �i ,\ \ IE (S) = 918.$7- <br />\ IE (S) = �28. L--- \ \ i I I / / / / / / �i \ \ D=180���14 <br />/ EXISTING 8 PVC SDR 14 �, \ 15 EXISTING 18" RCP <br />/ 26 STUB @ 0.40 I \ i \ \, STUB @ 2.03% <br />\ / STUB IE = 928.26 / J \ , �' \ �' \ STUB IE = 926.59 <br />REMOVE PLUG\ & STUB -1 \ <br />\ / EXISTING 8" DIP / \ _ 15 CONNECT TO EX. 8" \ IE(N)=91 4 <br />�' �'PVC SANITARY SEWER \ <br />EXISTING SANITARYAH \ \ �� �3 _ _ - - \ EXISTING 18" F <br />RE = 935.4 / \�---- ----� � 1 �� IE = 921.05 <br />�� IE SW = 935.40 �UTLOT Q \ l - _ - 1 00 <br />IE NW = 917 / r REMOVE PLUG <br />7, <br />IE SE = 917.17 I &CONNECT TO <br />16 I <br />EX. 8" DIP <br />WATER MAIN <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 ° co <br />EL <br />00 <br />I hereby certify that this plan was prepared by me or under my I Revisions. I KIT I Prepared for <br />n ' <br />direct supervision and that I am a dulylicensed PROFESSIONAL DedXnedL <br />ENGINEER under the laws of the State of Minnesota <br />checked. DCH, xrr <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 Notes <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 />S 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 />