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Li) <br />N <br />N <br />0 <br />N <br />0 <br />N <br />N <br />N <br />Q <br />0 <br />0 <br />c <br />0 <br />0 <br />0 <br />0 <br />N <br />0 <br />N <br />FO <br />0 <br />1 <br />L - J <br />L 1 _ <br />YD 112 <br />-YD 113 <br />8” WATER <br />SERVICE <br />4-STORY <br />APARTMENT <br />BUILDING <br />67.5'X94' <br />72" PERFORATED <br />CMP UNDERGROUND <br />INFILTRATION TANK <br />INV: 888.0 <br />TP: 894.0 <br />FO <br />WATERMAIN <br />CBMH 105 <br />CBMH 108 <br />CBMH 107 <br />BENDS <br />OCS 104 <br />BENDS <br />CBMH 103 <br />CBMH 102 <br />CONNECT TO EXISTING GAS MAIN <br />TO MAINTAIN GAS SERVICE TO <br />PROPERTY TO THE EAST <br />o <br />FO <br />RIM=891.86 <br />INV(N)=887.56 <br />INV(S)=885.48 <br />FO <br />SANITARY SEWER SCHEDULE <br />MH <br />PIPE <br />0.D. [IN] <br />PIPE SLOPE <br />[FT/FT] <br />PIPE LENGTH <br />[FT] <br />INVERT <br />FROM <br />INVERT <br />TO <br />RIM ELEV <br />STRUCTURE <br />SIZE [IN] <br />MANHOLE BUILD [FT] <br />PIPE TYPE <br />FROM <br />TO <br />BLDG SERVICE <br />MH 3 <br />8 <br />0.020 <br />108.5 <br />897.00 <br />894.83 <br />905.50 <br />48 <br />8.50 <br />SDR-35 PVC <br />EX SAN MH <br />MH 3 <br />8 <br />0.004 <br />16.7 <br />894.20 <br />894.13 <br />902.00 <br />48 <br />7.80 <br />SDR-35 PVC <br />MH 3 <br />MH 2 <br />8 <br />0.004 <br />165.0 <br />894.03 <br />893.37 <br />902.70 <br />48 <br />REFER TO PLANS <br />SDR-35 PVC <br />MH 2 <br />MH 1 <br />8 <br />0.004 <br />99.6 <br />888.33 <br />887.93 <br />896.00 <br />48 <br />7.67 <br />SDR-35 PVC <br />SAN MH 3 <br />4/6 <br />Ik46b <br />RECONSTRUCT <br />EXISTING SAN MH <br />RIM: 910.3 <br />INV(N): 900.0 <br />INV(W): 894.2 <br />BUILD:16.1 FT <br />ABANDON IN PLACE <br />EXISTING SEWER ONCE <br />PROPOSED LINE IS <br />OPERATIONAL <br />SAN MH 2 <br />PHASE 2 SANITARY <br />PHASE 2 STORM <br />116 LF of 8" PVC <br />CONNECT TO EXISTING <br />FO <br />SUMP MH 101 <br />FES 100 <br />\c:nu" <br />FO <br />RIM=891.42 <br />INV(N)=880.43 <br />INV(E)=880.52 <br />INV(S)=880.23 <br />INV(NE)=881.02 <br />INV(W)=881.02 <br />WOOliALE DRIVE <br />FO <br />INV(N)=885.27 <br />INV(SW)=880.60 <br />co <br />STORM SEWER SCHEDULE <br />MH/CB <br />FROM TO <br />PIPE. DIA. <br />[IN.] <br />P. SLOPE <br />S [%] <br />P. TYPE <br />PIPE <br />LENGTH <br />FROM <br />INVERT <br />TO <br />INVERT <br />RIM <br />ELEV. <br />STR. <br />TYPE <br />CAST TYPE <br />BUILD <br />[FT] <br />PIPE <br />CLASS <br />YD 114 <br />YD 113 <br />6 <br />0.0110 <br />PVC <br />35.4 <br />901.64 <br />901.25 <br />904.34 <br />YD <br />OPEN <br />2.70 <br />SDR-35 <br />YD 113 <br />YD 112 <br />6 <br />0.0110 <br />PVC <br />46.8 <br />901.25 <br />900.74 <br />904.17 <br />YD <br />OPEN <br />2.92 <br />SDR-35 <br />YD 112 <br />YD 111 <br />6 <br />0.0110 <br />PVC <br />35.5 <br />900.74 <br />900.35 <br />903.90 <br />YD <br />OPEN <br />3.16 <br />SDR-35 <br />YD 111 <br />YD 110 <br />6 <br />0.0110 <br />PVC <br />74.5 <br />900.35 <br />899.53 <br />903.50 <br />YD <br />OPEN <br />3.15 <br />SDR-35 <br />YD 110 <br />YD 109 <br />6 <br />0.0110 <br />PVC <br />46.6 <br />899.53 <br />899.01 <br />903.90 <br />YD <br />OPEN <br />4.37 <br />SDR-35 <br />YD 109 <br />CBMH 108 <br />6 <br />0.0110 <br />PVC <br />51.6 <br />899.01 <br />898.45 <br />903.80 <br />YD <br />OPEN <br />4.79 <br />SDR-35 <br />RD 3 <br />CBMH 108 <br />15 <br />0.0032 <br />PVC <br />24.3 <br />889.50 <br />889.42 <br />894.50 <br />5.00 <br />SCH 40 <br />CBMH 108 <br />CBMH 107 <br />15 <br />0.0032 <br />HDPE <br />131.8 <br />889.42 <br />889.00 <br />903.30 <br />48" <br />R-4342 <br />13.88 <br />ADS N-12 <br />CBMH 107 <br />MH 106 <br />18 <br />0.0025 <br />HDPE <br />26.1 <br />889.00 <br />888.94 <br />902.73 <br />48" <br />R-2501 <br />13.73 <br />ADS N-12 <br />RD 2 <br />MH 106 <br />12 <br />0.0044 <br />PVC <br />72.6 <br />889.50 <br />889.18 <br />894.50 <br />5.00 <br />SCH 40 <br />MH 106 <br />INF TANK <br />21 <br />0.0021 <br />HDPE <br />63.6 <br />888.94 <br />888.80 <br />903.30 <br />60" <br />R-1642 <br />14.36 <br />ADS N-12 <br />CBMH 105 <br />INF TANK <br />21 <br />0.0021 <br />HDPE <br />32.4 <br />889.46 <br />889.39 <br />896.90 <br />48" <br />R-3067-V <br />7.44 <br />ADS N-12 <br />PH 2 STUB <br />CBMH 103 <br />18 <br />0.0025 <br />HDPE <br />33.4 <br />890.00 <br />889.92 <br />898.30 <br />8.30 <br />ADS N-12 <br />CBMH 103 <br />CBMH 102 <br />18 <br />0.0025 <br />HDPE <br />67.0 <br />887.34 <br />887.18 <br />894.80 <br />48" <br />R-3067-V <br />7.46 <br />ADS N-12 <br />CBMH 102 <br />SUMP MH 101 <br />18 <br />0.0025 <br />RCP <br />61.0 <br />887.18 <br />887.02 <br />890.67 <br />48" <br />R-3067-V <br />3.49 <br />RCP <br />SUMP MH 101 <br />FES 100 <br />18 <br />0.0025 <br />RCP <br />40.3 <br />887.02 <br />886.92 <br />891.80 <br />48" <br />R-1642 <br />4.78 <br />CL-5 <br />/640 <br />UTILITY NOTES: <br />1. EXISTING UTILITIES, SERVICE LOCATIONS AND ELEVATIONS SHALL BE VERIFIED IN FIELD <br />PRIOR TO CONSTRUCTION. <br />2. MAINTAIN A MIN. 18" VERTICAL SEPARATION AT ALL PIPE CROSSINGS. LOWER <br />WATERMAIN AS NECESSARY W/ BENDS AND FITTINGS. WATER AND SANITARY SEWER LINES <br />TO MAINTAIN 10' HORIZONTAL SEPARATION. <br />3. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS PRIOR TO THE START OF <br />4. PROVIDE POLYSTYRENE INSULATION FOR ALL STORM SEWER AND WATERMAIN CROSSINGS <br />WHERE VERTICAL OR HORIZONTAL SEPARATION IS LESS THAN 3'. <br />5. ALL UTILITY WORK WITHIN THE R.O.W. SHALL COMPLY WITH THE CITY OF DAYTON <br />ENGINEERING GUIDELINES. <br />6. NOTIFY GOPHER STATE ONE CALL 48 HOURS IN ADVANCE OF ANY UTILITY WORK. <br />7. PROVIDE TEMPORARY TRAFFIC CONTROL IN COMPLIANCE WITH MNDOT "TEMPORARY <br />TRAFFIC CONTROL ZONE LAYOUTS -FIELD MANUAL" LATEST REVISION, FOR ANY <br />CONSTRUCTION WITHIN PUBLIC R.O.W. <br />8. ALL STORM SEWER CASTINGS SHALL BE NEENAH OR APPROVED EQUAL. <br />9. WATERMAIN, SERVICES, AND VALVES SHALL BE INSTALLED WITH MINIMUM 7.5' OF COVER. <br />10. WATER SERVICES MAY BE PLACED IN SAME TRENCH AS SEWER SERVICES PROVIDED <br />THAT A 24" VERTICAL & A 36" HORIZONTAL SEPARATION ARE MAINTAINED. <br />11. ALL HYDRANTS SHALL ADHERE TO CITY STANDARD PLATE WAT-01A <br />'COMMERCIAL/INDUSTRIAL DOUBLE PUMPER PACER HYDRANT DETAIL'. <br />12. PIPE LENGTHS LISTED IN SCHEDULE ARE MEASURED FROM CENTER TO CENTER OF <br />SHOWN STRUCTURES. <br />UTILITY LEGEND. <br />PROPOSED <br />PROPOSED <br />PROPOSED <br />STORM SEWER <br />SANITARY SEWER <br />WATERMAIN <br />PROPOSED STORM CATCH BASIN <br />/MANHOLE <br />PROPOSED SANITARY MANHOLE <br />PROPOSED BUTTERFLY/GATE VALVE <br />PROPOSED WATER VALVE MANHOLE <br />PROPOSED HYDRANT <br />EXISTING GATE VALVE <br />EXISTING HYDRANT <br />EXISTING WATERMAIN <br />EXISTING CATCH BASIN <br />EXISTING STORM MANHOLE <br />EXISTING STORM SEWER <br />EXISTING SANITARY MANHOLE <br />EXISTING SANITARY SEWER <br />PROPOSED LIMITS <br />OF CONSTRUCTION <br />0 <br />20 <br />40 <br />80 <br />SCALE <br />IN <br />FEET <br />ALLIANT <br />733 Marquette Avenue <br />Suite 700 <br />Minneapolis, MN 55402 <br />612.758.3080 <br />WOODALE APARTMENTS <br />MOUNDS VIEW, MINNESOTA <br />act <br />co <br />co <br />0 <br />ict <br />CL <br />I hereby certify that this plan, <br />specification, or report was <br />prepared by me or under my <br />direct supervision and that I <br />am a duly Licensed <br />PROFESSIONAL ENGINEE,L4AncIe <br />the laws of thgr.s.Va 1SS:k <br />\WV'S GI OA <br />V'1013042 <br />Date License No. <br />BY DATE <br />DATE ISSUE <br />10-7-22 <br />PROGRESS SET <br />10-10-22 <br />CITY PUD SUBMITTAL <br />PROJECT TEAM DATA <br />DESIGNED: <br />PROJECT NO: <br />DS <br />GPL <br />220147 <br />C-5.0 <br />