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SANITARY SEWER SCHEDULE <br />___ F <br />ROM <br />MH <br />T_ <br />TO <br />PIPE <br />O.D. JINJ <br />PIPE <br />SLOPE <br />PIPE <br />LENGTII <br />INVERT INVERT <br />FROM TO <br />RIM ELEV STRUCTURE <br />SIZE [IN] <br />MANHOLE <br />BUILD [FTl <br />PIPE TYPE <br />MH6 <br />MH5 <br />8 <br />0.020 <br />131.17 <br />1011.51 <br />1008.89 <br />1022.16 <br />48 <br />10.65 <br />SDR -35 PVC <br />MH5 <br />MH 1 <br />8 <br />0008 <br />33538 <br />100879 <br />100610 <br />102023 <br />48 <br />1144 <br />SDR -35 PVC <br />MH4 <br />MH3 <br />8 <br />0.010 <br />215.67 <br />1011.77 <br />1009.61 <br />1022.18 <br />48 <br />10.41 <br />SDR -35 PVC <br />MH3 <br />MH2 <br />8 <br />0.010 <br />105.06 <br />1009.51 <br />1008.46 <br />1021.99 <br />48 <br />12.48 <br />SDR -35 PVC <br />MH2 <br />MH 1 <br />8 <br />0010 <br />23125 <br />100836 <br />100605 <br />102233 <br />48 <br />1397 <br />SDR -35 PVC <br />MH I <br />EXMH <br />8 <br />0.025 <br />29.32 <br />1005.85 <br />1005.12 <br />1021.71 <br />48 <br />15.86 <br />SDR -35 PVC <br />REMOVE EXISTING WATERMAN FROM <br />PLUG TO EXISTING HYDRANT TEE., <br />SALVAGE AND RELOCATE HYDRANT AND <br />GATE VALVE. INSTALL NEW 8"X61" TEE <br />CONNECT TO EXISTING 8" <br />WATERMAN W/ 8" G.V <br />n;;;n <br />1010611111ORINGG IRRIGATION L-" <br />WATER WELL <br />29(N) ------- UUNUUI I <br />2" IRRIGATION SERVICE - <br />SAN MH <br />3" IRRIGATION <br />CONDUIT (TYP)- <br />8" TER W/2�t <br />8 G.V. <br />7 <br />0 rn <br />8" C900 PVC <br />WATERMAN <br />7 <br />(PUBLIC R.O. W.) z <br />V <br />------------ --- <br />_::��DT�OT <br />D� <br />EXISTING FIRE <br />HYDRANT <br />BLOCK 4 APPROK C2. <br />-0 6" WAT 'AB <br />jI <br />01 1 2 3 4 1 FI HYDRANT <br />APIROX. LOC. <br />6" SAN� STUB <br />8" C900 PVC WATERMAN <br />7 <br />3" IRRIGATION T -T //11� <br />CONDUIT (TYR) <br />��IR�E "Y'\RANITT <br />(TYP-) <br />\SAN M H� �4' > <br />- - - - - - - - - - - - --- <br />I BLOCK <br />3" IRRIGATION <br />CONDUIT <br />3 RRIG TIO <br />1 A N <br />CONDUIT (TYP) <br />/-SAN MH 5 1 1 1 <br />�SAN MH 3 <br />Ln <br />SAN MH 2- <br />rn <br />0 <br />ca <br />3" IRRIGATION <br />CONDUIT (TYP)-- <br />8" G.V.-__ <br />8X6" TEE <br />_AP <br />LO K7 BLO K 6 <br />1 2 4 1 2 3 4 <br />FIRE HYDR NT <br />(I .) SAN MH 1 - <br />DT -DT F ini <br />DT -DT 3+o <br />I ee__ I 'E. 00;741(W&E) <br />DT -DT T <br />- - - - - - - - - - - <br />-ou-ou (Fu4o�� j_(6j <br />IE 1014.62 ---------- _cSj_._G <br />----------- G <br />WAYZATA BLVD. WEST (COUNTYHIGHWAYNO. 112) <br />(PUBLIC R. 0. W.) <br />G -G -G- G - <br />OU_0U_0U_OU_OU_ <br />CORE DRILL AND CONNECT <br />TO EXISTING SAN MH <br />EX IE:1003.11 <br />PROPOSED IE: 1005.09 <br />CITY OF ORONO RESOLUTH <br />UTILITY NOTES: <br />1. EXISTI BIG UTILITIES, SERVICE LOCATIONS AND ELEVATIONS SHALL BE VERIFIED IN <br />FIELD FIR I OR TO 00 INSTRUCTION. <br />2. MAINTAIN A MIN 18" VERTICAL SEPARATION AT ALL PIPE CROSSINGS. WATER <br />AND SANITARY SEWER LINES TO MAINTAIN 10' HORIZONTAL SEPARATION. LOWER <br />WATERMAIN AS NECESSARY. <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 <br />CROSSINGS 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 ORONO <br />ENGINEERING DETAILS. <br />6. NOTIFY GOPHER STATE ONE CALL 48 HOURS IN ADVANCE OF ANY UTILITY WORK. <br />7. PROVIDE TEMPORARY TRAFFIC CONTROL IN COMPLIANCE WITH ANDOT <br />"TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS -FIELD MANUAL" (LATEST <br />REVISION ) , FOR ANY CONSTRUCTION WITHIN PUBLIC R.O.W. <br />8. ALL SANITARY MANHOLES TO BE 48" DIAMETER CONCRETE W/NEENAH R-1642 <br />CASTING, UNLESS NOTED OTHERWISE. <br />9. WATERMAIN, SERVICES, AND VALVES SHALL BE INSTALLED WITH MINIMUM 7.5, OF <br />COVER. WATERMAN SHALL BE 8" PVC C900. <br />10. TOWNHOME WATER SERVICES SHALL BE 1.5" DIA. COPPER TYPE "W", W/ 1.5" <br />CORP. STOP + 1.5" CURB BOX. <br />11. TOWNHOME SEWER SERVICES SHALL BE 4" PVC SCH 40 MINIMUM 2% SLOPE <br />UNLESS OTHERWISE NOTED ON THE PLANS. <br />12. ALL CURB BOXES SHALL MATCH PROPOSED GRADE WHEN IN DRIVEWAY. <br />13� ALL WORK WITHIN PUBLIC RIGHT-OF-WAY AND CONNECTIONS TO WATERMAIN <br />AND SANITARY SEWER MOST BE COORDINATED WITH THE CITY. CONTRACTOR <br />MU ST PROVIDE A MINIMUM 48-HOUR PRIOR NOTICE. <br />14� TRACER WIRE MUST BE INSTALLED WITH ALL NON-METALLIC WATERMAIN. <br />LLI �� <br />lc� <br />6" C900 PVC <br />WATERMAN <br />CONNECT TO <br />------EXISTING 6" WATER <br />STUB W I ITH 6" G.V. LEGEND: <br />>- PROPOSED STORM SEWER <br />-IT -T- PROPOSED DRAINTILE <br />PROPOSED SANITARYI SEWER <br />PROPOSED WATERMA N <br />PROPOSED CATCH BASIN <br />PROPOSED SANITARY MANHOLE <br />PROPOSED GATE VALVE <br />PROPOSED HYDRANT <br />6 E21 EX�ST�NG G E VALVE <br />03 EX ST NG HATRANT <br />EXISTING WATERMAN <br />EXISTING CATCH BASIN <br />EX�ST�NG STORM MANHOLE <br />>> EX ST NG STORM SEWER <br />100 fill S U_ 0 EXISTING SANITARY MANHOLE <br />> EXISTING SANITARY SEWER <br />T _OU Ou- N <br />0 15 30 60 <br />SCALE IN FEET <br />IN NO. 7206 <br />ALLIANT <br />733 Marquette Avenue <br />Suite 700 <br />Minneapolis, MIN 55402 <br />612.758.3080 <br />www.alliant-ine.com <br />David <br />Weekky <br />Homes <br />z <br />_j <br />(L <br />z <br />Cn <br />Z <br />LU <br />cc <br />LU <br />(n <br />0 <br />z <br />(n < <br />L) <br />0 <br />0 <br />z <br />0 <br />z <br />< <br />CC <br />LU <br />(n <br />0 <br />cc z <br />MIA <br />(n <br />0 <br />z <br />0 <br />cc <br />Z <br />cc <br />Z <br />x 0 <br />0 'O'� <br />Z <br />7-b, ­Iff, that Ithis plan, <br />(PUBLIC R.O. W.) z <br />V <br />------------ --- <br />_::��DT�OT <br />D� <br />EXISTING FIRE <br />HYDRANT <br />BLOCK 4 APPROK C2. <br />-0 6" WAT 'AB <br />jI <br />01 1 2 3 4 1 FI HYDRANT <br />APIROX. LOC. <br />6" SAN� STUB <br />8" C900 PVC WATERMAN <br />7 <br />3" IRRIGATION T -T //11� <br />CONDUIT (TYR) <br />��IR�E "Y'\RANITT <br />(TYP-) <br />\SAN M H� �4' > <br />- - - - - - - - - - - - --- <br />I BLOCK <br />3" IRRIGATION <br />CONDUIT <br />3 RRIG TIO <br />1 A N <br />CONDUIT (TYP) <br />/-SAN MH 5 1 1 1 <br />�SAN MH 3 <br />Ln <br />SAN MH 2- <br />rn <br />0 <br />ca <br />3" IRRIGATION <br />CONDUIT (TYP)-- <br />8" G.V.-__ <br />8X6" TEE <br />_AP <br />LO K7 BLO K 6 <br />1 2 4 1 2 3 4 <br />FIRE HYDR NT <br />(I .) SAN MH 1 - <br />DT -DT F ini <br />DT -DT 3+o <br />I ee__ I 'E. 00;741(W&E) <br />DT -DT T <br />- - - - - - - - - - - <br />-ou-ou (Fu4o�� j_(6j <br />IE 1014.62 ---------- _cSj_._G <br />----------- G <br />WAYZATA BLVD. WEST (COUNTYHIGHWAYNO. 112) <br />(PUBLIC R. 0. W.) <br />G -G -G- G - <br />OU_0U_0U_OU_OU_ <br />CORE DRILL AND CONNECT <br />TO EXISTING SAN MH <br />EX IE:1003.11 <br />PROPOSED IE: 1005.09 <br />CITY OF ORONO RESOLUTH <br />UTILITY NOTES: <br />1. EXISTI BIG UTILITIES, SERVICE LOCATIONS AND ELEVATIONS SHALL BE VERIFIED IN <br />FIELD FIR I OR TO 00 INSTRUCTION. <br />2. MAINTAIN A MIN 18" VERTICAL SEPARATION AT ALL PIPE CROSSINGS. WATER <br />AND SANITARY SEWER LINES TO MAINTAIN 10' HORIZONTAL SEPARATION. LOWER <br />WATERMAIN AS NECESSARY. <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 <br />CROSSINGS 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 ORONO <br />ENGINEERING DETAILS. <br />6. NOTIFY GOPHER STATE ONE CALL 48 HOURS IN ADVANCE OF ANY UTILITY WORK. <br />7. PROVIDE TEMPORARY TRAFFIC CONTROL IN COMPLIANCE WITH ANDOT <br />"TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS -FIELD MANUAL" (LATEST <br />REVISION ) , FOR ANY CONSTRUCTION WITHIN PUBLIC R.O.W. <br />8. ALL SANITARY MANHOLES TO BE 48" DIAMETER CONCRETE W/NEENAH R-1642 <br />CASTING, UNLESS NOTED OTHERWISE. <br />9. WATERMAIN, SERVICES, AND VALVES SHALL BE INSTALLED WITH MINIMUM 7.5, OF <br />COVER. WATERMAN SHALL BE 8" PVC C900. <br />10. TOWNHOME WATER SERVICES SHALL BE 1.5" DIA. COPPER TYPE "W", W/ 1.5" <br />CORP. STOP + 1.5" CURB BOX. <br />11. TOWNHOME SEWER SERVICES SHALL BE 4" PVC SCH 40 MINIMUM 2% SLOPE <br />UNLESS OTHERWISE NOTED ON THE PLANS. <br />12. ALL CURB BOXES SHALL MATCH PROPOSED GRADE WHEN IN DRIVEWAY. <br />13� ALL WORK WITHIN PUBLIC RIGHT-OF-WAY AND CONNECTIONS TO WATERMAIN <br />AND SANITARY SEWER MOST BE COORDINATED WITH THE CITY. CONTRACTOR <br />MU ST PROVIDE A MINIMUM 48-HOUR PRIOR NOTICE. <br />14� TRACER WIRE MUST BE INSTALLED WITH ALL NON-METALLIC WATERMAIN. <br />LLI �� <br />lc� <br />6" C900 PVC <br />WATERMAN <br />CONNECT TO <br />------EXISTING 6" WATER <br />STUB W I ITH 6" G.V. LEGEND: <br />>- PROPOSED STORM SEWER <br />-IT -T- PROPOSED DRAINTILE <br />PROPOSED SANITARYI SEWER <br />PROPOSED WATERMA N <br />PROPOSED CATCH BASIN <br />PROPOSED SANITARY MANHOLE <br />PROPOSED GATE VALVE <br />PROPOSED HYDRANT <br />6 E21 EX�ST�NG G E VALVE <br />03 EX ST NG HATRANT <br />EXISTING WATERMAN <br />EXISTING CATCH BASIN <br />EX�ST�NG STORM MANHOLE <br />>> EX ST NG STORM SEWER <br />100 fill S U_ 0 EXISTING SANITARY MANHOLE <br />> EXISTING SANITARY SEWER <br />T _OU Ou- N <br />0 15 30 60 <br />SCALE IN FEET <br />IN NO. 7206 <br />ALLIANT <br />733 Marquette Avenue <br />Suite 700 <br />Minneapolis, MIN 55402 <br />612.758.3080 <br />www.alliant-ine.com <br />David <br />Weekky <br />Homes <br />10 <br />SHEET 10 OF 23 <br />z <br />_j <br />(L <br />z <br />Cn <br />Z <br />LU <br />cc <br />LU <br />(n <br />0 <br />z <br />(n < <br />L) <br />0 <br />0 <br />z <br />0 <br />z <br />< <br />CC <br />LU <br />(n <br />0 <br />cc z <br />MIA <br />(n <br />0 <br />z <br />0 <br />cc <br />Z <br />cc <br />Z <br />x 0 <br />0 'O'� <br />0 <br />U <br />7-b, ­Iff, that Ithis plan, <br />specification, or report was <br />prepared by me or under <br />my <br />direct e.p.,isicm and that I <br />am . d.ly 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 />D.t. Li�.... N.. <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 />I <br />PROJECT TEAM DATA <br />DESIGNED: <br />MPR <br />DR WIN: <br />TAS <br />PROJECT NO: 220-0101 <br />10 <br />SHEET 10 OF 23 <br />