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1070 BLOSSOM CIRCLE <br />8" C900 <br />WATERMAIN <br />-SAN MH 5J y G ou ou ou G <br />cIi' - - - - - - - - - - - - <br />W YZAT,4�LVD. WEST (COUNTY HIGHWAY NO. 112) <br />(PUBLIC R.O.W.) <br />1070 <br />1060 <br />MH 1 1ST. MH <br />S <br />S <br />A: 5+62.26 STA: 5+49 <br />58 <br />LFE <br />OFF: 5.16R OFF: 27.85 <br />1 <br />SAL GE <br />8" TEE W/2 <br />1050 <br />HYDRANT <br />AND <br />/ 8" G.V.T <br />MAT <br />VALVE.RRIGATION <br />r = - _ SAN MH 5 <br />_ <br />CONDUIT <br />i>}lf5 HE <br />V Jy <br />008.85 (W) <br />_-- <br />-- <br />1050 <br />1040 <br />1 040 <br />INV IN: <br />008.85 (N) <br />\ <br />1+0 ► - <br />3-15 (NE) <br /><� <br />006.85 (S) <br />22.5' BEND <br />\ <br />a _ - - <br />31 <br />1011.20 <br />45' BEND <br />08 <br />1010 <br />STA: 5+62.26 <br />MH 6 22.5' BEND <br />195 <br />Y8" G.V. <br />2" IRRIGATION 8" C900 WATERMAIN <br />1022.26 <br />KELLEY <br />SERVICE (SEE DETAIL) <br />OFF: <br />PARKWAY <br />S 1 17 £ z Z <br />1 1012.37 <br />r <br />REMOVE EXISTING WATERMAIN FROM <br />3 <br />\ \\ <br />PLUG TO EXISTING HYDRANT TEE. <br />i <br />INSTALL SALVAGED `(' <br />HJO18I <br />CONNECT TO EXISTING <br />1 8" WATERMAIN W/8" G.V. <br />o <br />HYDRANT W/ <br />I "' <br />6" G.V., 8X6 TEE <br />" <br />BUILD 14.74 <br />L'� <br />- 1 PVC C905 <br />FLANGEANNEEL. 10 <br />MONITORING - - - -----Q---- �-- <br />RI <br />STA: 0+077.04.04 <br />WATER WELL <br />RIM: 1020.23 <br />1 <br />315 <br />1013.55 <br />1070 BLOSSOM CIRCLE <br />8" C900 <br />WATERMAIN <br />-SAN MH 5J y G ou ou ou G <br />cIi' - - - - - - - - - - - - <br />W YZAT,4�LVD. WEST (COUNTY HIGHWAY NO. 112) <br />(PUBLIC R.O.W.) <br />1070 <br />1060 <br />MH 1 1ST. MH <br />S <br />S <br />A: 5+62.26 STA: 5+49 <br />58 <br />LFE <br />OFF: 5.16R OFF: 27.85 <br />1 <br />1 030UILD: <br />1060 <br />1050 <br />1022.63 <br />PROPOSED GATE VALVE <br />1023 <br />RIM: 018,( <br />9 <br />INV IN: <br />008.85 (W) <br />specification, or report was <br />1050 <br />1040 <br />1 040 <br />INV IN: <br />008.85 (N) <br />3 <br />INV N: 0( <br />3-15 (NE) <br />INV OUT: <br />006.85 (S) <br />EXISTING STORM SEWER <br />INV OUT:1 <br />D0111 (W) <br />STA:0+89.10 <br />31 <br />1011.20 <br />STA: 2+27 <br />08 <br />1010 <br />STA: 5+62.26 <br />1 <br />195 <br />1010 <br />1022.26 <br />OFF: 0.00 <br />CORE DRILL <br />OFF: <br />0.00 <br />173 <br />1 1012.37 <br />WITH WATERTIGHT <br />OFF: 5.16R <br />29.3' of 8' <br />7 <br />B <br />ILD: 11.34 <br />1000SD <br />BUILD: <br />10.03 <br />1000 <br />7 <br />BUILD 14.74 <br />129 <br />1012.01 <br />DRAWN: <br />RI <br />:1022.16 <br />1022.9 <br />RIM: 1020.23 <br />1 <br />315 <br />1013.55 <br />RIM, 102159 <br />1023.2 <br />8 <br />INV OUT:10 <br />0.82 (S) <br />1013.37 <br />INV IN:1010.30 <br />(N) <br />1023.2 <br />INV <br />IN:1008.85 (W) <br />271 <br />1030 <br />1021.63 <br />INV <br />OUT:1010.20 <br />(E) <br />249 <br />1 1013.00 <br />INV <br />IN: 100&85 (N) <br />1030 <br />1023.2 <br />8 <br />5 <br />227 <br />INVOUT: <br />1006.85 (S) <br />1021.52 <br />1023.2 <br />9 <br />1 <br />40 <br />1011.14 <br />1021.13 <br />1022.3 <br />9 <br />2 <br />62 <br />1011.18 <br />1021.17 <br />020 <br />9 <br />7.5' <br />MIN. <br />1011.20 <br />1021.16 <br />1022.3 <br />9 <br />4 <br />--1020 <br />1011.17 <br />1021.39 <br />1023 <br />9 <br />7 <br />_-- <br />123 <br />1011.19 <br />--- <br />1010 <br />1010 <br />131. <br />' of 8" <br />SDR 3 <br />@ 0.40% <br />335.4' of 8" <br />SDR 35 08" <br />CONN <br />CT TO <br />EXISTI <br />G 8" STUB <br />WATE <br />CROSS. 1. <br />590' 8" C900 <br />1000 <br />SERA <br />ATION. <br />PVC <br />WATERMAIN i\I 1000 <br />LU <br />ru <br />UJI <br />w <br />N <br />LU <br />990 <br />¢ u� <br />U rn m <br />M m <br />0,4 <br />LU <br />9 <br />J <br />W 990 <br />UU 2 <br />GO <br />r <br />r <br />980 <br />DO (0 <br />980 <br />N Or7 <br />r <br />OOJ <br />N <br />^O <br />N <br />O <br />r `T <br />O <br />uj OJ <br />p O <br />rO <br />O <br />r <br />p O <br />Q r0 <br />O O <br />r <br />p O <br />Q hO <br />Q O <br />ad <br />p O <br />oJ <br />ad <br />O <br />of <br />p O <br />Q O <br />p O <br />Q <br />0+00 1+00 2+00 3+00 4+00 5+00 6+00 <br />1040 MH 1 -EXISTING 1040 <br />T <br />BLOCK <br />MH 1 1ST. MH <br />S <br />S <br />A: 5+62.26 STA: 5+49 <br />58 <br />LFE <br />OFF: 5.16R OFF: 27.85 <br />1 <br />1 030UILD: <br />14.74 BUILD15.18 <br />1 030 <br />1022.63 <br />PROPOSED GATE VALVE <br />1023 <br />RIM: 018,( <br />9 <br />INV IN: <br />008.85 (W) <br />specification, or report was <br />INV IN:10 <br />5.08 (N) <br />INV IN: <br />008.85 (N) <br />3 <br />INV N: 0( <br />3-15 (NE) <br />INV OUT: <br />006.85 (S) <br />EXISTING STORM SEWER <br />INV OUT:1 <br />D0111 (W) <br />1020 <br />31 <br />1011.20 <br />6-3-2021 <br />1020 <br />1010 <br />7 <br />1 <br />195 <br />1010 <br />1022.26 <br />PRELIM PLAT <br />CORE DRILL <br />AND CONNE <br />2 <br />173 <br />1 1012.37 <br />WITH WATERTIGHT <br />BOOT <br />29.3' of 8' <br />7 <br />3 <br />151 <br />1000SD <br />35 Q 6.04% <br />1022.18 <br />1000 <br />T <br />BLOCK <br />LOT <br />S <br />IE <br />01 <br />CBE <br />LFE <br />6 <br />1 <br />97 <br />1011.74 <br />PROPOSED SANITARY MANHOLE <br />1022.63 <br />PROPOSED GATE VALVE <br />1023 <br />6 <br />2 <br />75 <br />1011.56 <br />specification, or report was <br />1022.56 <br />EXISTING HYDRANT <br />1023 <br />6 <br />3 <br />53 <br />1011.38 <br />EXISTING STORM MANHOLE <br />1022.56 <br />EXISTING STORM SEWER <br />1023 <br />6 <br />4 <br />31 <br />1011.20 <br />6-3-2021 <br />1022.45 <br />1023 <br />7 <br />1 <br />195 <br />1012.55 <br />1022.26 <br />PRELIM PLAT <br />1022.9 <br />7 <br />2 <br />173 <br />1 1012.37 <br />1022.18 <br />1022.9 <br />7 <br />3 <br />151 <br />1012.19 <br />1022.18 <br />1022.9 <br />7 <br />4 <br />129 <br />1012.01 <br />DRAWN: <br />1022.08 <br />PROJECT NO: 220-0101 <br />1022.9 <br />8 <br />1 <br />315 <br />1013.55 <br />1021.78 <br />1023.2 <br />8 <br />2 <br />293 <br />1013.37 <br />1021.66 <br />1023.2 <br />8 1 <br />3 <br />271 <br />1013.18 <br />1021.63 <br />1023.2 <br />8 <br />4 <br />249 <br />1 1013.00 <br />1021.63 <br />1023.2 <br />8 <br />5 <br />227 <br />1012.82 <br />1021.52 <br />1023.2 <br />9 <br />1 <br />40 <br />1011.14 <br />1021.13 <br />1022.3 <br />9 <br />2 <br />62 <br />1011.18 <br />1021.17 <br />1022.3 <br />9 <br />3 <br />84 <br />1011.20 <br />1021.16 <br />1022.3 <br />9 <br />4 <br />106 <br />1011.17 <br />1021.39 <br />1023 <br />9 <br />5 <br />123 <br />1011.19 <br />1021.95 <br />1023 <br />0 25 50 100 LEGEND: <br />S - SANITARY SERVICE WYE <br />STATION(FROM DOWNSTREAM MH) <br />SCALE IN FEET HE = SANITARY SERVICE INVERT <br />ELEVATION <br />CBE = CURB BOX ELEVATION <br />LIFE = LOW FLOOR ELEVATION <br />CITY OF ORONO RESOLUTI( <br />Jam_ N <br />v/ �+ <br />TEE <br />VC I - <br />vc csoo <br />4022.5 BLO K 6 <br />EXISTING MH - <br />NOTES: 0 15 30 60 <br />1. THE CONTRACTOR SHALL CONTACT THE SEWER AND <br />WATER DEPARTMENT 46 HOURS PRIOR TO ANY SCALE IN FEET <br />PUBLIC SEWER/WATERMAIN CONNECTION. <br />2. TRACER WIRE MUST BE INSTALLED WITH ALL <br />NON-METALLIC WATERMAIN. <br />3. SANITARY SEWER MAIN AND WATERMAIN SHALL BE <br />INSTALLED PER CITY SPECIFICATIONS AND DETAIL <br />PLATES. <br />4. TYPICAL LOT SERVICES: <br />SAN - 4' PVC SCH 40 <br />WAT - 1.5" DIA. COPPER TYPE "K" <br />1" BLOW OFF <br />2" IRRIGATION SERVICE - <br />GRADE CURB BOX <br />2" IRRIGATION SUPPLY <br />-MAIN <br />2" TEE--- <br />IRRIGATION <br />EE---IRRIGATION SERVICE INSET <br />NOT TO SCALE <br />LEGEND: <br />> <br />PROPOSED STORM SEWER <br />o, o, <br />PROPOSED DRAINTILE <br />01 <br />PROPOSED SANITARY SEWER <br />N <br />O <br />z < <br />PROPOSED WATERMAIN <br />■ <br />PROPOSED CATCH BASIN <br />U <br />:) <br />PROPOSED SANITARY MANHOLE <br />H <br />PROPOSED GATE VALVE <br />ccO <br />H <br />z <br />PROPOSED HYDRANT <br />O <br />U <br />EXISTING GATE VALVE <br />-6- <br />specification, or report was <br />prepared by me or under <br />EXISTING HYDRANT <br />direct supervision and that I <br />EXISTING WATERMAIN <br />OO <br />EXISTING CATCH BASIN <br />® <br />EXISTING STORM MANHOLE <br />>> <br />EXISTING STORM SEWER <br />0 <br />EXISTING SANITARY MANHOLE <br />> <br />EXISTING SANITARY SEWER <br />N NO. 7206 <br />ALLIANT <br />733 Marquette Avenue <br />Suite 700 <br />Minneapolis, MN 55402 <br />612.758.3080 <br />www.alliant-ine.com <br />Weeaek eY <br />Hames <br />11 <br />SHEET 1 1 OF 23 <br />Cn <br />Z <br />LU <br />LL <br />W <br />Q <br />� <br />O <br />N <br />O <br />z < <br />O <br />0 <br />O w <br />Q <br />LU <br />00[ <br />U <br />U <br />:) <br />>_ <br />Z <br />z <br />cc <br />CC <br />N <br />ccO <br />H <br />z <br />O <br />O o <br />O <br />U <br />N <br />I hereby certify that this plan, <br />specification, or report was <br />prepared by me or under <br />my <br />direct supervision and that I <br />am a duly Licensed <br />PROFESSIONAL ENGINEER under <br />the laws of the State of <br />MINNESOTA <br />MARK RAUSCH, PE <br />6-3-2021 <br />43480 <br />Date License No. <br />QUALITY ASSURANCE/CONTROL <br />BY DATE <br />DATE ISSUE <br />1-20-2021 CITY SUBMITTAL - <br />PRELIM PLAT <br />4-21-2021 CITY SUBMITTAL <br />6-3-2021 CONSTRUCTION DOCUMENTS <br />PROJECT TEAM DATA <br />DESIGNED: <br />MPR <br />DRAWN: <br />TAS <br />PROJECT NO: 220-0101 <br />11 <br />SHEET 1 1 OF 23 <br />