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SANITARY SEWER SCHEDULE <br />STORM SEWER SCHEDULE <br />MH <br />PIPE <br />O.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 />79.2 <br />888.33 <br />888.02 <br />896.00 <br />48 <br />7.67 <br />SDR-35 PVC <br />I& <br />CONNECT TO EXISTING <br />WATERMAIN W/8" TEE <br />AND 8" G.V. <br />SUMP MH 101 <br />i I w <br />RIM=891.86 <br />V INV(N)=887.56 I cn <br />V INV(S)=885.48 FES 100 <br />RI 89=42O = RIM=�� <br />890.02 <br />I <br />INV(NE)=881.02 <br />INV(E)=880.52 INV(W)=88I.02 <br />INV(S)=880.23 <br />INV(W)=880.27 <br />"V - <br />a , P L p <br />i NIV( ) 88 �6 UBLIC) <br />INV(S)=885.14 <br />F FO r <br />-- ---RIM=890.78 <br />INV(N)=885.27 <br />�j INV(SW)=880.61 <br />INV(SE)=880.13 <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 115 <br />YD 114 <br />6 <br />0.0110 <br />PVC <br />59.3 <br />900.80 <br />900.15 <br />903.50 <br />YD <br />OPEN <br />2.70 <br />SDR-35 <br />YD 114 <br />YD 113 <br />6 <br />0.0110 <br />PVC <br />38.6 <br />900.15 <br />899.72 <br />903.50 <br />YD <br />OPEN <br />3.35 <br />SDR-35 <br />YD 113 <br />YD 112 <br />6 <br />0.0110 <br />PVC <br />38.2 <br />899.72 <br />899.30 <br />903.50 <br />YD <br />OPEN <br />3.78 <br />SDR-35 <br />YD 112 <br />YD 111 <br />6 <br />0.0110 <br />PVC <br />40.0 <br />899.30 <br />898.86 <br />903.50 <br />YD <br />OPEN <br />4.20 <br />SDR-35 <br />YD 111 <br />YD 110 <br />6 <br />0.0110 <br />PVC <br />40.0 <br />898.86 <br />898.42 <br />903.70 <br />YD <br />OPEN <br />4.84 <br />SDR-35 <br />YD 110 <br />CO 109 <br />12 <br />0.0044 <br />PVC <br />48.0 <br />898.42 <br />898.21 <br />903.50 <br />YD <br />OPEN <br />5.08 <br />SDR-35 <br />CO 109 <br />CBMH 107 <br />12 <br />0.0044 <br />PVC <br />56.1 <br />898.21 <br />897.96 <br />904.50 <br />CO <br />CLOSED <br />6.29 <br />SDR-35 <br />RD 3 <br />YD 108 <br />12 <br />0.0044 <br />PVC <br />9.5 <br />889.50 <br />889.46 <br />894.50 <br />RD <br />5.00 <br />SCH 40 <br />YD 108 <br />CBMH 107 <br />12 <br />0.0044 <br />PVC <br />28.4 <br />889.46 <br />889.33 <br />903.20 <br />YD <br />OPEN <br />13.74 <br />SDR-35 <br />CBMH 107 <br />CBMH 106A <br />15 <br />0.0032 <br />HDPE <br />137.4 <br />889.33 <br />888.89 <br />902.70 <br />48" <br />R-2501 <br />13.37 <br />ADS N-12 <br />CBMH 106A <br />MH 106 <br />18 <br />0.0025 <br />HDPE <br />40.0 <br />888.89 <br />888.79 <br />903.50 <br />48" <br />R-3067-V <br />14.61 <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 />RD <br />5.00 <br />SCH 40 <br />MH 106 <br />INF TANK <br />18 <br />0.0025 <br />HDPE <br />63.6 <br />888.79 <br />888.63 <br />902.30 <br />60" <br />R-1642 <br />13.51 <br />ADS N-12 <br />RD 1 <br />CBMH 105 <br />12 <br />0.0044 <br />PVC <br />6.3 <br />889.50 <br />889.47 <br />894.50 <br />RD <br />5.00 <br />SCH 40 <br />CBMH 105 <br />INF TANK <br />18 <br />0.0025 <br />HDPE <br />35.1 <br />889.47 <br />889.38 <br />896.00 <br />48" <br />R-3067-V <br />6.53 <br />ADS N-12 <br />INF TANK <br />OCS 105 <br />15 <br />0.0040 <br />HDPE <br />9.2 <br />889.80 <br />889.76 <br />898.00 <br />INF TANK <br />8.20 <br />ADS N-12 <br />OCS 105 <br />CBMH 104 <br />15 <br />0.0040 <br />HDPE <br />12.7 <br />889.76 <br />889.71 <br />896.20 <br />48" <br />R-1642 <br />6.44 <br />ADS N-12 <br />CBMH 104 <br />CBMH 103 <br />15 <br />0.0040 <br />HDPE <br />34.9 <br />889.71 <br />889.57 <br />895.80 <br />48" <br />R-3067-V <br />6.09 <br />ADS N-12 <br />PH 2 STUB <br />CBMH 103 <br />18 <br />0.0070 <br />HDPE <br />33.4 <br />890.00 <br />889.77 <br />898.30 <br />STUB <br />8.30 <br />ADS N-12 <br />CBMH 103 <br />CBMH 102 <br />18 <br />0.0100 <br />HDPE <br />67.0 <br />889.07 <br />888.40 <br />894.20 <br />48" <br />R-3067-V <br />5.13 <br />ADS N-12 <br />CBMH 102 <br />SUMP MH 101 <br />18 <br />0.0100 <br />RCP <br />61.0 <br />888.40 <br />887.79 <br />891.80 <br />48" <br />R-3067-V <br />3.40 <br />RCP <br />SUMP MH 101 <br />FES 100 <br />18 <br />0.0102 <br />RCP <br />40.3 <br />885.71 <br />885.30 <br />891.80 <br />48" <br />R-1642 <br />6.09 <br />CL-5 <br />r\ A r\ I / I I I -I- I I <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 />CONSTRUCTION. <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 />13. CONNECTION TO EXISTING WATERMAIN SHALL BE DONE UNDER THE SUPERVISION OF <br />PUBIC WORKS STAFF. CONNECTION SHALL BE COMPLETED BY CUTTING IN A NEW TEE <br />COORDINATE WATERMAIN SHUTDOWN WITH PUBLIC WORKS. <br />14. CONNECTION TO EXISTING UTILITY STRUCTURES SHALL BE DONE UNDER THE <br />SUPERVISION OF PUBLIC WORKS STAFF. CONNECTION SHALL BE COMPLETED BY <br />COREDRILLING INTO EXISTING STRUCTURE. <br />15. PUBLIC WORKS TO OPERATE ALL WATERMAIN GATE VALVES. CONTRACTOR IS <br />RESPONSIBLE TO NOTIFY AFFECTED PROPERTY OWNERS AT LEAST 24-HOURS IN <br />ADVANCE OF WATER SUPPLY DISRUPTION. PUBLIC WORKS WILL PROVIDE A MAP OF <br />AFFECTED PROPERTIES FOR CONTRACTOR'S USE. <br />UTILITY <br />LEGEND: <br />> <br />PROPOSED STORM SEWER <br />PROPOSED SANITARY SEWER <br />PROPOSED WATERMAIN <br />■ • PROPOSED STORM CATCH BASIN <br />/MANHOLE <br />OPROPOSED <br />SANITARY MANHOLE <br />N <br />PROPOSED BUTTERFLY/GATE VALVE <br />O <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 20 40 80 <br />SCALE IN FEET <br />Al <br />ALLIANT <br />733 Marquette Avenue <br />Suite 700 <br />Minneapolis, MN 55402 <br />612.758.3080 <br />www.alliant-inc.com <br />F_ <br />z <br />W <br />2 <br />F_ <br />a <br />a <br />Q <br />J <br />Q <br />O <br />O <br />H <br />O <br />LiJ <br />z <br />Z <br />LiJ <br />N <br />0 <br />z <br />12 <br />G <br />m <br />Cn <br />z <br />CW <br />G <br />a <br />O <br />J <br />W <br />W <br />0 <br />F_ <br />z <br />0 <br />W <br />z <br />z <br />Q <br />a <br />41 <br />f <br />r.1 <br />J <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 ENGINE4�!"nnde% <br />the laws of th Wa <br />MINNESOTA 0, A` <br />ems•' �`_ v����N <br />V��D, <br />�Fo <br />Date License No. <br />BY DATE <br />DATE ISSUE <br />10-7-22 PROGRESS SET <br />10-10-22 CITY PUD SUBMITTAL <br />12-2-22 CITY COMMENTS <br />PROJECT TEAM DATA <br />DESIGNED: DS <br />DRAWN: GPL <br />PROJECT NO: 220147 <br />C-5.0 <br />