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Resolution 7206
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Resolution 0001-7547
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Reso 7200 - 7299 (July 12, 2021 - October 10, 2022)
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Resolution 7206
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Last modified
9/14/2021 7:54:20 AM
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7/27/2021 3:13:34 PM
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i ii�-� W_ i i I--- <br />1070 <br />BLOSSOM CIRCLE <br />1070 <br />1060 <br />LOT <br />1020 <br />IE <br />HYDRANT W/ <br />75' <br />G <br />1 <br />9.4'-6" PVC C900 <br />OVER <br />1060 <br />1010 <br />-'. STA: 11+44.28 �. <br />1010 <br />CONNECT TO <br />1011.95 <br />CONNECT T <br />1050 <br />SAN MH 4 <br />8X6" TEE AT <br />• <br />6" W/IV <br />1023.64 <br />1024.8 <br />BLOSS01v CIRCLE <br />1 <br />129 <br />1050 <br />1023.4 <br />1024.6 <br />16' - 6" <br />C900 <br />BLOCKE <br />SAN MH 3 <br />MH 1 <br />STA: 5+62.26 <br />PVC WATEF <br />MAIN <br />MH 2 H 3 <br />STA: 7+90.20 STk8+97.73 <br />1000 <br />MH 4 <br />STA: 11+14.47 <br />1023.31 <br />1024.6 <br />1 040 <br />990 <br />63 <br />OFF: 0.00 <br />1023.28 <br />1024.6 <br />3 <br />8" C900 <br />OFF: 5.16R <br />N <br />0 <br />N <br />0 <br />OFF: 5.16R FF: 0.00 <br />3 <br />2 <br />BUILD: 14.74 <br />1011.28 <br />1022.98 <br />77 <br />BUILD:11.63 UILD:10LlINVIN: <br />3 <br />BUILD: 10 <br />tiG <br />WATERMAIN <br />1023.05 <br />1023.8 <br />4 <br />RIM: 1021.59 <br />85 <br />1011.70 <br />w <br />O1 <br />RI M: 1022 <br />1 <br />2 <br />3 <br />4 <br />tiF <br />5 <br />IN:1008.85 (W) <br />3 <br />41 <br />INV IN:1010.80 (W)3 (SW) <br />V Fill <br />INV OUT: <br />012.18 (NE) <br />4 <br />3" IRRIGATION <br />CONDUIT (TYP.) <br />1030 <br />INV <br />INV <br />�`rF�. <br />5 <br />1 <br />INV OUT:1010.7 (S)1 22 (E) <br />1012.05 <br />_ <br />1023.5 <br />5 <br />1030 <br />145 <br />1012.23 <br />1023 <br />1023.5 <br />5 <br />ks <br />167 <br />1012.42 <br />1022.89 <br />1023.5 <br />5 <br />4 <br />189 <br />1012.61 <br />1020 <br />--------__-- <br />---- <br />o <br />�'° <br />1012.79 1 <br />A <br />8" <br />1020 <br />SAN MH 2FF'J <br />_ <br />---_� <br />o <br />FIT <br />ITm <br />COVE <br />1010 <br />D <br />m <br />2-45' BENDS <br />-� 45' BEND <br />215. <br />SDR 35 <br />' of 8" <br />O 0.40% <br />EAST WATERMAIN LOOP <br />SAN MH 1 <br />of 8" <br />6" C900 WATERMAIN <br />$,. <br />0.40% <br />WILLOW L)RIVE <br />WILLOW DRIVE <br />Q <br />CONNECT TO <br />EXISTING 6" WATER <br />(PI HYDRANT W/ <br />8" C900 <br />STUB WITH 6" G.V. <br />6" G.V., 8X6" TEE <br />- <br />b X22.4'-6" C900 PVC <br />b <br />FLANGE EL. 1023.5 <br />WATERMAN <br />-` <br />I <br />STA: 8+09.56 <br />1070 <br />BLOSSOM CIRCLE <br />1070 <br />1060 <br />LOT <br />1020 <br />IE <br />HYDRANT W/ <br />75' <br />G <br />1 <br />9.4'-6" PVC C900 <br />OVER <br />1060 <br />1010 <br />-'. STA: 11+44.28 �. <br />1010 <br />CONNECT TO <br />1011.95 <br />CONNECT T <br />1050 <br />SAN MH 4 <br />8X6" TEE AT <br />EXISTING <br />6" W/IV <br />1023.64 <br />1024.8 <br />BLOSS01v CIRCLE <br />1 <br />129 <br />1050 <br />1023.4 <br />1024.6 <br />16' - 6" <br />C900 <br />1 040 <br />1011.73 <br />MH 1 <br />STA: 5+62.26 <br />PVC WATEF <br />MAIN <br />MH 2 H 3 <br />STA: 7+90.20 STk8+97.73 <br />1000 <br />MH 4 <br />STA: 11+14.47 <br />1023.31 <br />1024.6 <br />1 040 <br />990 <br />63 <br />OFF: 0.00 <br />1023.28 <br />1024.6 <br />3 <br />1 <br />OFF: 5.16R <br />N <br />0 <br />N <br />0 <br />OFF: 5.16R FF: 0.00 <br />3 <br />2 <br />BUILD: 14.74 <br />1011.28 <br />1022.98 <br />77 <br />BUILD:11.63 UILD:10LlINVIN: <br />3 <br />BUILD: 10 <br />00 <br />1011.70 <br />1023.05 <br />1023.8 <br />4 <br />RIM: 1021.59 <br />85 <br />1011.70 <br />RIM: 1022.33 <br />1023.8 <br />RI M: 1022 <br />18 <br />63 <br />1011.65 <br />1023.2 <br />INV <br />IN:1008.85 (W) <br />3 <br />41 <br />INV IN:1010.80 (W)3 (SW) <br />1023.2 <br />INV OUT: <br />012.18 (NE) <br />4 <br />23 <br />1030 <br />INV <br />INV <br />IN:1008.85 (N) <br />UT:1006.85 (S) <br />5 <br />1 <br />INV OUT:1010.7 (S)1 22 (E) <br />1012.05 <br />1023.22 <br />1023.5 <br />5 <br />1030 <br />145 <br />1012.23 <br />1023 <br />1023.5 <br />5 <br />3 <br />167 <br />1012.42 <br />1022.89 <br />1023.5 <br />5 <br />4 <br />189 <br />1012.61 <br />1020 <br />--------__-- <br />_ <br />---- <br />_-- <br />_-__---_--__---- <br />1012.79 1 <br />1022.72 <br />1023.5 <br />1020 <br />COVE <br />1010 <br />1010 <br />215. <br />SDR 35 <br />' of 8" <br />O 0.40% <br />SR35®0.8% <br />of 8" <br />105.1' of231.2' <br />SDR 35 @ <br />$,. <br />0.40% <br />61 <br />8" C900 <br />PVC <br />WATERMAN <br />1000 <br />1000 <br />FLU <br />LU <br />LU <br />990 <br />n <br />990 <br />LU <br />Z <br />980M <br />U <br />980 <br />if <br />OJ <br />M r <br />aJ <br />NO �O <br />V) <br />mO <br />N <br />r <br />NO <br />N OJ <br />N <br />r7 <br />p <br />V) <br />N <br />M <br />N <br />N NO <br />a V) <br />N <br />N <br />N rvl <br />N <br />N <br />m <br />O <br />N <br />O <br />Np <br />C <br />ry Cn <br />cN OJ <br />N of <br />0 <br />M M <br />N co <br />0 <br />cM0 <br />0 <br />5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 <br />CITY OF ORONO RESOLUTIC <br />SAN MH 6 <br />------------ <br />EAST WATERMAIN LOOP <br />LOT <br />1020 <br />IE <br />HYDRANT W/ <br />75' <br />G <br />1 <br />9.4'-6" PVC C900 <br />OVER <br />FLANGE EL. 1023.03 <br />1010 <br />-'. STA: 11+44.28 �. <br />1010 <br />CONNECT TO <br />1011.95 <br />CONNECT T <br />1024.8 <br />SAN MH 4 <br />8X6" TEE AT <br />EXISTING <br />6" W/IV <br />1023.64 <br />1024.8 <br />SAN MH 6 <br />------------ <br />EAST WATERMAIN LOOP <br />LOT <br />1020 <br />IE <br />1020 <br />75' <br />MIN. <br />1 <br />207 <br />OVER <br />1023.6 <br />1010 <br />1 <br />1010 <br />CONNECT TO <br />1011.95 <br />CONNECT T <br />1024.8 <br />1 <br />8X6" TEE AT <br />EXISTING <br />6" W/IV <br />1023.64 <br />1024.8 <br />BLOSS01v CIRCLE <br />1 <br />129 <br />1011.77 <br />1023.4 <br />1024.6 <br />16' - 6" <br />C900 <br />107 <br />1011.73 <br />1000 <br />PVC WATEF <br />MAIN <br />3 <br />1000 <br />990 <br />1023.31 <br />1024.6 <br />2 <br />990 <br />63 <br />�a <br />1023.28 <br />1024.6 <br />3 <br />1 <br />31 <br />N <br />0 <br />N <br />0 <br />1023.8 <br />3 <br />2 <br />0+00 1+00 <br />BLOCK <br />LOT <br />S <br />IE <br />CBE <br />LFE <br />1 <br />1 <br />207 <br />1012.03 <br />1023.6 <br />1024.8 <br />1 <br />2 <br />186 <br />1011.95 <br />1023.66 <br />1024.8 <br />1 <br />3 <br />164 <br />1011.87 <br />1023.64 <br />1024.8 <br />2 <br />1 <br />129 <br />1011.77 <br />1023.4 <br />1024.6 <br />2 <br />2 <br />107 <br />1011.73 <br />1023.37 <br />1024.6 <br />2 <br />3 <br />85 <br />1011.77 <br />1023.31 <br />1024.6 <br />2 <br />4 <br />63 <br />1011.62 <br />1023.28 <br />1024.6 <br />3 <br />1 <br />31 <br />1011.45 <br />1022.93 <br />1023.8 <br />3 <br />2 <br />10 <br />1011.28 <br />1022.98 <br />1023.8 <br />3 <br />3 <br />97 <br />1011.70 <br />1023.05 <br />1023.8 <br />4 <br />1 <br />85 <br />1011.70 <br />1023.11 <br />1023.8 <br />4 <br />2 <br />63 <br />1011.65 <br />1023.2 <br />1023.8 <br />4 <br />3 <br />41 <br />1011.59 <br />1023.2 <br />1023.8 <br />4 <br />4 <br />23 <br />1011.56 <br />1023.31 <br />1023.8 <br />5 <br />1 <br />123 <br />1012.05 <br />1023.22 <br />1023.5 <br />5 <br />2 <br />145 <br />1012.23 <br />1023 <br />1023.5 <br />5 <br />3 <br />167 <br />1012.42 <br />1022.89 <br />1023.5 <br />5 <br />4 <br />189 <br />1012.61 <br />1022.89 <br />1023.5 <br />5 <br />5 <br />211 <br />1012.79 1 <br />1022.72 <br />1023.5 <br />LEGEND: <br />S - SANITARY SERVICE WYE <br />0 25 50 100 STATION(FROM DOWNSTREAM MH) <br />IE = SANITARY SERVICE INVERT <br />ELEVATION <br />SCALE IN FEET CBE = CURB BOX ELEVATION <br />LEE - LOW FLOOR ELEVATION <br />8" TEE W/2 <br />8" G.V. <br />0 15 30 60 <br />SCALE IN FEET <br />NOTES: <br />1. THE CONTRACTOR SHALL CONTACT THE SEWER AND <br />WATER DEPARTMENT 48 HOURS PRIOR TO ANY <br />PUBLIC SEWER/WATERMAIN CONNECTION. <br />2. TRACER WIRE MUST BE INSTALLED NTH 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 />LEGEND: <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 />■pow ----- <br />PROPOSED STORM SEWER <br />IT e* <br />PROPOSED DRAINTILE <br />1111- <br />PROPOSED SANITARY SEWER <br />N <br />O <br />Z <br />PROPOSED WATERMAIN <br />■ <br />PROPOSED CATCH BASIN <br />0 <br />PROPOSED SANITARY MANHOLE <br />N <br />PROPOSED GATE VALVE <br />itO <br />Z <br />PROPOSED HYDRANT <br />w <br />EXISTING GATE VALVE <br />hereby certify that this plan, <br />specification, or report was <br />prepared by m under <br />EXISTING HYDRANT <br />- <br />EXISTING WATERMAIN <br />Q) <br />EXISTING CATCH BASIN <br />®EXISTING <br />STORM MANHOLE <br />->> <br />EXISTING STORM SEWER <br />O <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 />■pow ----- <br />12 <br />SHEET 12 OF 23 <br />N <br />Z <br />W <br />LA. <br />LU <br />a <br />� <br />0 <br />N <br />O <br />Z <br />O <br />O <br />Q <br />W <br />o <br />00[ <br />U <br />Z <br />z <br />cc <br />CC <br />c~i� <br />itO <br />Z <br />O <br />O o <br />O <br />U <br />N <br />hereby certify that this plan, <br />specification, or report was <br />prepared by m under <br />my <br />direct supervisicm 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 />12 <br />SHEET 12 OF 23 <br />
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