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© 2020 Westwood Professional Services, Inc. <br />1A \ / <br />BEND <br />\\ 12"X8" REDUCER \ <br />8" GV MH 28- <br />ado <br />� 1 <br />as <br />1 <br />1 4a <br />\\ \\ B \\ \\ 929.5 \ <br />\ \\ ©\ \ 929.5 \ \ \ <br />HYD w/AUX VALVE \ \ <br />9'-6" DIP \ \ 929.5 \ r0 \ YE=3+93 <br />8"X6" TEE \ \ \ \WYE=3+6 939.9 \ / <br />GRND ELEV.=939.7 \ \ \ \ <br />\ YE=3+19 \ 940.3 <br />\ \ 1 940.6 \ \ \ \ <br />212' - 12" DIP CL 52 WM <br />w/POLYWRAP - EXTRA DER' <br />2 <br />IZ <br />V <br />Z. <br />8" WM PLUG <br />X! <br />12"-22 1 /2° <br />BEND <br />8" GV <br />1 <br />N <br />�o <br />MH 15 <br />\ 12" GV <br />�712"X8' TEE <br />10 <br />P 0� g2S9 / <br />as as <br />HYD w/AUX VALVE <br />11'-6" DIP <br />12"X6" TEE <br />GRND ELEV.=940.5 <br />(E) <br />WYE=1+81 <br />941.3 <br />/ WYE=1+15 929.5 <br />940.1 <br />WYE=0+36 <br />939.4 <br />12"-22 1 /2° <br />BEND <br />L--I-------�-J <br />I N rn <br />I I. <br />135TH STREET NORTH <br />505' 12" DIP CL 52 WM <br />w/POLYWRAP EXTRA DEPTH <br />I� - <br />I � r-- <br />I <br />I \ 1 \ <br />I 1 1 \ <br />I 1 \ \ <br />I \ 1 <br />I 1 1 929.2 <br />I 1 \ <br />I 929.5 1 1 WYE=0+35 <br />I 1 \ <br />I \ 1 <br />I WYE=0+36 1 1 936.3 / <br />I \ \ <br />I 937.7 1 1 <br />8"-2L r 12"X12" TEE \ BEND <br />2 1 /2° <br />2 <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 />a <br />M <br />GENERAL NOTES: <br />NOTE: <br />\ <br />XXX.X <br />O <br />DENOTES SANITARY SEWER SERVICE <br />SANITARY SEWER SERVICE STUBS TYPICALLY 3' <br />INVERT @ 10' OUTSIDE R.O.W. <br />DOWNSTREAM OF WATER SERVICE CURB STOP <br />WYE=X+XX <br />DENOTES SANITARY SEWER SERVICE WYE <br />SANITARY SEWER AND WATER SERVICES SHALL <br />4" PVC SANITARY <br />LOCATED ON MAINLINE FROM <br />EXTEND 10' BEYOND THE R/W LINE <br />SERVICE (TYP.) <br />DOWN STREAM M.H. <br />SANITARY SEWER SERVICES SHALL BE SCHEDULE <br />8" 11 1 /4° \ <br />XXX.XX <br />DENOTES CURB STOP ELEVATION <br />40 GLUE TOGETHER PIPE <br />BEND <br />REMOVE PLUG & � <br />FLAG HYDRANTS. <br />CORPORATION STOP SHALL BE THREADED INTO <br />CONNECT TO <br />THE WATERMANIN (NO SADDLES) <br />EX. 8" WM w/8" GV <br />EXTEND RODS ON VALVES DEEPER THAN <br />7,5' FROM FINISHED GRADE. <br />1" COPPER WATER SERVICE SHALL BE TYPE K <br />ALL DROP MANHOLES TO BE CONSTRUCTED <br />ALL WATERMAIN INCLUDING HYDRANT LEADS <br />oQ�G <br />USING OUTSIDE DROPS. SEE CITY DETAIL <br />SHALL BE DUCTILE IRON <br />HU-SS-2. <br />° J� / <br />P <br />MAINTAIN 10 FT HORIZONTAL SEPARATION <br />ALL WATERMAIN AND APPURTENANCES SHALL BE <br />BETWEEN WATERMAIN AND SANITARY SEWER. <br />POLY WRAPPED <br />JP J� <br />MAINTAIN 1.5 FT VERTICAL SEPARATION <br />STUB WATERMAIN PLUGS SHALL BE EQUIPPED <br />BETWEEN ALL UTILITY CROSSINGS. SEE CITY <br />WITH AN AIR BLEED SYSTEM. SEE CITY DETAIL <br />DETAIL HU-W-5. <br />HU-W-6 <br />- �* CP$ <br />THE VERTICAL DATUM OF THIS PLAN IS BASED <br />WATER SERVICE TO THIS LOT SHALL BE <br />ON THE NGVD 1929 ADJUSTED DATUM IN US <br />CORE DRILL INTO <br />INSTALLED UNDER PROPOSED STORM SEWER <br />SURVEY FEET. <br />MH 10 EX. MH <br />& SHALL MAINTAIN A MINIMUM VERTICAL <br />IF = 928 41 <br />SEPAAIN R T 0 FM RO STOR PIPE OF 2 0 FT <br />NGVD=NATIONAL GEODETIC VERTICAL DATUM <br />8" GV MH 11 r' \ <br />12"X8" REDUCER II I B 929.5 \ <br />1" COPPER SERVICE I WYE=0+25 \ <br />w/CURB STOP (TYP.) <br />,' i - I 2 I I 936.3 \ <br />CnLi <br />I I I \ <br />Li <br />INSULATE CROSSING. SEE CITY DETAIL HU-W-5. <br />OUSE CORE BLUE BOLTS FOR ALL FITTING <br />B WATER SERVICE TO THIS LOT SHALL BE CONNECTIONS. <br />INSTALLED UNDER PROPOSED SANITARY SEWER <br />\ & SHALL MAINTAIN A MINIMUM VERTICAL <br />SEPARATION FROM SANITARY PIPE OF 1.5 FT. <br />SEE CITY DETAIL HU-W-5. <br />0' 50' 100' 150' <br />150' - 8" DIP CL 52 WM <br />w/POLYWRAP 7.5' MIN. COVER <br />...SQ'. -. $" .DIP. CL .52 W.M.......................... '.....0 �� . NORTH <br />.... ............................. 67:.-.8". DIP .C.L. 52. W.M.............w/POLYWRAP.- EXTRA. DEPTH. w T w/POLYWRAP -:EXTRA DEPTH <br />INSULATE PER CITY DETAIL <br />. . . . . . . I I . . . . . . . \ . . . . . . . . . . ... . 95` - 8" PVC. - - . . . . . . . . . . <br />. TOP OF WM STA=2+63 ' . �i i' <br />STA <br />269' - 8". PVC. SDR . 35 @ 0.40%. ELEV=928.33 <br />. . . . . . . . . . . TOP OF WM . ELEV=930.60 . . .SDR 35 @ . .. . . . . . . . . . . . . . �/ 39' . - . 8" PVC <br />. . . . . _ . . . . . . . . STA=8+92 . . ... . . . . . . . . . . . . . . ... . . . . . . . . . . . � . . SDR 3.5 @ . . . <br />... - ........... . -.-... ELEV=929.12.. . .... <br />- - - - - - - - - - - - - - - - - - - - i� <br />TOPOF WM . . . . . . MH 28: �� . . . . . . . . . . . . . . . MH 15. . . . . . . . . . . . . . . . . . . . . . . . . ---- . . . <br />STA=11+15 . . 18'' RCP - . . . . . . . . . . . STA 6+15: . . . . . . . . . . . . . MH 11 . . . . . . . . . . . . . . . <br />STA 1.0+18. \ ./ � MH. 12 ----- <br />IE = 928.24 RE = 940.67 STA 2+50 <br />ELEV=928.23.................. RE = 938.68 ......................SEA. 3+.35.0............ .............MH 10.......... EX.. MH............ . <br />IE '(W)': 929.02............ IE 9 39 ..... N�).=.:g30p g�.................. F2 = 9 7. 1 _ - STA 1+43 STA 1+05 <br />..1�8 RCP -IE �( 9 <br />25. IE (SE). _ :g IE. (NW) - 929.18 <br />D = 9.66 IE (SW) 929.66 RE = 934.35 RE = 934.67 <br />D = 9.93 IE (E) 929.08 <br />IE (NW) 929.66 IE (W) = 928.66 IE (E) = 928,41 <br />IE (SE) = 929.56 D = 6.50 IE (E) = 928.56 IE W ( ) = 928.41 <br />. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . D = 7.45 . . . . D = 5..79 D = 6.26. <br />12 11 10 9 8 7 6 5 4 3 2 1 0 <br />Westwood <br />Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 <br />Fax (952) 937-5822 Minnetonka, MN 55343 <br />Toll Free (888) 937-5150 westwoodps.com <br />Westwood Professional Services, Inc. <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 <br />Dates 01/14/20 Ucense No, 43358 <br />Designed, JFIB <br />Checked:- JFIB <br />Drawn: CTY <br />Record Drawing by/date: <br />Prepared for: <br />0F5 Adelaide LLC <br />1660 Highway 100 South, Suite 400 <br />St. Louis Park, MN 55416 <br />FLINT CIRCLE NORTH <br />FUT MH '17 . . <br />STA 2+47. . . . . . . . . . . <br />.R.E.=..9.41--56........................... . <br />IF (NE) = 931.6.3 . . . . . . . . . <br />IE (SW) - 931.53 .37' - 8" DIP CL .52. W.M. . . . . ... . . . <br />D = 10.03 w/POLYWRAP - 7.5' MIN. COVER <br />. . . . . I. . . . MH 15 . . . . . <br />. . . . . . . STA 1+00 <br />...... ....... ..........8". SAN. PLUG...... RE = .94.0.67...... . <br />- - - - - - - . -_ IE = 931.03 . . IE (NE) 93.0.84 <br />---- ----+E (SE) = 930.74 <br />FUT' 47' .8>,. PVC. . . . . . . . . . <br />SDR 35 @ :0.40%. . . . . ... . . . .. . 9 83 PVC <br />FUT -53' .- 8" PVC . . SDR 35 @ 0.40% <br />SDR .35. @ 0..40% - ............ . <br />FUT* MH* 16 <br />. . . . . . STA 2+00 . . . . . . . . . <br />. . . ... . . . .. RE .= .941.27 . . . .. . . . . . . . . <br />. . . . . . ..IE (NE) = 931.34 . . . <br />:IE (SW) = 9:31.24 <br />D = 10.03 <br />3 2 1 0 <br />Latest Revision Date: 01/14/20 <br />0008463.05UTF02.dwg <br />Date: 01/09/20 sheet. 4 of 20 <br />Adelaide Landing Sanitary Sewer and <br />5th Addition Watermain Construction <br />Plan <br />Hueo. MN <br />