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o 2017 Westwood Professional Services, Inc. <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 />�, vv vvv vv OA <br />\ \\ \ 3 \\ \\ O \ \ 930.1 <br />\ \\ WYE=0+84 1 / <br />\\ WYE=0+39 \ 6.4' RISER <br />30.8 <br />9WYE=0+83 \ 6.6 RISER \ \ <br />\\ // l\ \ \\ ` ` \ 6.8 RISER \\ \ \ \ I I 929.1 // // <br />v \ WYE=0+78 \ <br />\ \ \ O \ \ 7.0' RISER \ \ \ <br />\ \ \ 1 4" PVC SANITA 'Y WYE=0+24 / / \ <br />\ \ WYE=0+27 I 6.0' RISER <br />\ 6.3 RISER 1 HDPE S RVICE J _ _ _ _ SERVICE (TYP) <br />w/CURB STOP\ tYP.) - I I <br />\ \ \ - MH - <br />HYD w/AUX VALVE \ \ MH <br />1 I\ 8LF-6" DIP / // WYE=1+10 ,/�/� /� \ ►'► \\ \ \ <br />3 1 1 \ \,, -- \ 8"x6" TEE ��' Fq \ / 5.9' RISER g <br />1 \ O GR \ \ EL=940.7 A j 20 ► - \�/ // <br />< <br />O930.3 <br />1 \ MHS 6 • �9 yvlH_ <br />3 927.8 / i AQ \ \ \ <br />WYE=0+94 •/ , �\ 8„_22 1 20 f ° f� ,•� �� WYE=0+43 / �� /> V\A\ I <br />1 \ 6.1 RISER / BEND -22 1/20 BEN ✓ 5.4 RISER <br />I PR VIDE INSULATION <br />1 / i �'- 11 1/40 BEND' 930.0 BET EEN W. M. & C. B./ <br />\22 1/20 BEND _ I ) /' �� / /� WYE=1+51 <br />1. \ WYE -0+34 I 5.2 RISER / ) <br />6.5' RISER I I / °oma , 2 <br />I WYE=0+79 �/ / <br />MH -7 ► a �� 930.0 V I 929.0 <br />\ - �/ ► <br />3 \ \ \W\Y�E\ \ =0+73III I I G I II I1 6.3 RISER / <br />/ r C\SWYE= <br />WY=0+32 7.0, RISERWYE=0+88 4.5' RISER <br />6.2' <br />6.2' RISER HYD � 5.7' RISER/ "/11 1 4° BEND <br />i 8LF-6 DI <br />8"-1'1 4° r08"x6" T E 928.0 UB -1D EL=93 .6 <br />QRN <br />/ <br />8" SAN PLUG MH -8 .� // BEND WYE =0+56 <br />< R 5.5' RISE� \ / <br />927.0 <br />"► -Tl�� I /\ 11 / / / / ^ EMOVE PLUG AND CONNECT / <br />25 4 ` \ I WYE=1+41 i i <br />TO EXISTING SANITARY SEWER / <br />41 WYE=0+23 5.1' RISER / GATE CONNECT 4" PVC SANITA( SERVICE <br />4.5 RISER i VALVE \ <br />1" CORP FOR \ � �� �� f� \ \\ \ \ I I I // I / //// g TO EXISTING SANI�SEWER / <br />AIR g��_11 1/4° BEND .���\ I I° / / i % 9260 REMO PLUG AND CONNECT8 DIP�LEED <br />LUG & 22 1 2 BEND - U / / O <br />/ � �, _ _/ � \ EXISTING WATERMAIN / <br />WYE=0+83 _ / i <br />4.9' RISER / / - - z WYE=0+37 \ <br />WYE=1+03 / / �i 10 4.4' RISER <br />5.3' RISER <br />ro <br />950 FABLE ROAD NORTH 950 <br />M&I <br />]Rll <br />N15�J <br />930 <br />925 <br />830'- 8" DIP <br />CL 52 W.M. <br />w/POLYWRAP - <br />7.5' MIN. <br />COVER <br />MH <br />-6 <br />MH <br />-5 <br />EDDENOTES <br />N_ <br />ft� <br />RE <br />IE <br />= 940.34 <br />(W) = 920.98 <br />RE <br />= 939.98 <br />MH <br />-4 <br />IE <br />(E) = 920.88 <br />IE <br />IE <br />(W) = 920.49 <br />(SE) = 920.39 <br />RE <br />IE <br />= 938.99 <br />(NW) = 920.02 <br />D=19.5 <br />A <br />D=19.6 <br />IE <br />(SE) = 919.92 <br />----T7, <br />O <br />O <br />920 <br />D=19.1 <br />108' - 8" <br />SDR 26 ® <br />925 <br />of <br />U)U) <br />Of <br />W <br />Of <br />N <br />Qf <br />N <br />STUB -9 <br />EDDENOTES <br />N_ <br />ft� <br />Of <br />N <br />E <br />E <br />LOCATED ON MAINLINE FROM <br />IE (SE) = 922.33 to <br />IfiN <br />4 <br />FLAG HYDRANTS. <br />EXTEND RODS ON VALVES DEEPER THAN <br />I-) <br />ALL DROP MANHOLES TO BE CONSTRUCTED <br />4 <br />O <br />O <br />O <br />O <br />920 <br />65' - 8" PVC <br />SDR 26 ® 0.40% <br />MH -8 <br />108' - 8" <br />SDR 26 ® <br />PVC <br />0.40% <br />116' - <br />SDR 26 <br />'8 -PVC <br />® 0.40% <br />SANITARY SEWER SERVICE STUBS TYPICALLY 3' <br />DOWNSTREAM OF WATER SERVICE CURB STOP <br />RE = 940.21 <br />SANITARY SEWER AND WATER SERVICES SHALL <br />MH <br />-7 <br />SANITARY SEWER SERVICES SHALL BE SCHEDULE <br />IE (NW) <br />= 922.07 <br />CORPORATION STOP SHALL BE THREADED INTO <br />RE <br />= 938.86 <br />1" HDPE WATER SERVICE SHALL BE MIN SDR 7 <br />IE (E) = <br />921.97 <br />SHALL BE DUCTILE IRON <br />IE <br />(W) = 921.54 <br />POLY WRAPPED <br />D=18.2 <br />WITH AN AIR BLEED SYSTEM (INCIDENTAL) <br />IE <br />(E) = 921.44 <br />915 <br />D=17.4 <br />24 <br />23 <br />22 <br />I hereby certify that this plan was prepared by me or under my <br />direct supervision and that I am a duly licensed PROFESSIONAL <br />ENGINEER under the laws of the State of Minnesota. <br />John Bender, PE/ <br />Date 08/16//17 License No. 43358 <br />Revisions. <br />08/16/17 - City Comments <br />MH -3 <br />RE = 938.02 <br />IE (NW) = 919.55 <br />IE (SE) = 919.45 <br />D=18.6 <br />MH -2 <br />RE = 936.77 <br />IE (NW) = 918.97 <br />IE (S) = 918.87 <br />D=17.9 <br />Ld W W Of Of <br />Of Of <br />Of N U) N W W W W of if <br />O Fh Of N N_ V) (n W W Ch i f <br />00(0 Ln (r IrtY (h IC; W <br />co co O rn I-1 i[') <br />C14tri LOtri tri tri <br />97'-8"PVC 94'-8»PVC <br />SDR 26 ®0.40% SDR 26 ®0.40% 93 - 8" PVC 121' - 8' PVC ------ <br />SDR 26 ® 0.40% SDR 26 ® 0.40% 108' - 8» PVC ----------J <br />STUB -1 <br />SDR 35 ® 0.407. <br />IE = 918.44 <br />IE = 918.44 <br />21 20 19 18 17 16 <br />Checked: im <br />Drawn: SFB <br />Record Drawing by/date: <br />Prepared for: <br />Elmcrest Investments, LLC <br />3500 Willow Lake Road <br />Vadnais Heights, Minnesota 55110 <br />OT&I <br />Olaf] <br />016161 <br />• <br />925 <br />r• • <br />915 <br />iaDie nil <br />Fifth <br />Addition <br />Huco. MN <br />THE VERTICAL DATUM OF THIS PLAN IS BASED <br />ON THE NGVD 1929 ADJUSTED DATUM IN US <br />SURVEY FEET. <br />NGVD=NATIONAL GEODETIC VERTICAL DATUM <br />0' 50' 100' 150' <br />0010423UTF01.dwg <br />Date: 07/20/17 Sheet: 7 OF 10 <br />Sanitary & <br />Water Main <br />Construction <br />Plan <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 NOTES: <br />EDDENOTES <br />SANITARY SEWER SERVICE <br />INVERT ® 10' OUTSIDE R.O.W. <br />WYE=X+Xfl DENOTES SANITARY SEWER SERVICE WYE <br />LOCATED ON MAINLINE FROM <br />DOWN STREAM M.H. <br />FLAG HYDRANTS. <br />EXTEND RODS ON VALVES DEEPER THAN <br />7.5' FROM FINISHED GRADE. <br />ALL DROP MANHOLES TO BE CONSTRUCTED <br />USING OUTSIDE DROPS. <br />O <br />WATER SERVICE TO THIS LOT SHALL BE <br />INSTALLED UNDER PROPOSED STORM SEWER <br />& SHALL MAINTAIN A MINIMUM VERTICAL <br />SEPARATION FROM STORM PIPE OF 2.0 FT. <br />NOTE: <br />SANITARY SEWER SERVICE STUBS TYPICALLY 3' <br />DOWNSTREAM OF WATER SERVICE CURB STOP <br />SANITARY SEWER AND WATER SERVICES SHALL <br />EXTEND 10' BEYOND THE R/W LINE <br />SANITARY SEWER SERVICES SHALL BE SCHEDULE <br />40 GLUE TOGETHER PIPE <br />CORPORATION STOP SHALL BE THREADED INTO <br />THE WATERMANIN (NO SADDLES) <br />1" HDPE WATER SERVICE SHALL BE MIN SDR 7 <br />ALL WATERMAIN INCLUDING HYDRANT LEADS <br />SHALL BE DUCTILE IRON <br />ALL WATERMAIN AND APPURTENANCES SHALL BE <br />POLY WRAPPED <br />STUB WATERMAIN PLUGS SHALL BE EQUIPPED <br />WITH AN AIR BLEED SYSTEM (INCIDENTAL) <br />iaDie nil <br />Fifth <br />Addition <br />Huco. MN <br />THE VERTICAL DATUM OF THIS PLAN IS BASED <br />ON THE NGVD 1929 ADJUSTED DATUM IN US <br />SURVEY FEET. <br />NGVD=NATIONAL GEODETIC VERTICAL DATUM <br />0' 50' 100' 150' <br />0010423UTF01.dwg <br />Date: 07/20/17 Sheet: 7 OF 10 <br />Sanitary & <br />Water Main <br />Construction <br />Plan <br />