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SANITARY SEWER NOTES <br />WATER DISTRIBUTION NOTES <br />GENERAL NOTES <br />1.ALL ELEVATIONS ARE BASED ON MEAN SEA LEVEL DATUM.6.ALL COMPONENTS OF THE WATER SYSTEM, UP TO THE1.ALL ELEVATIONS ARE BASED ON MEAN SEA4.ALL WATER AND SEWER LINES MUST HAVEA) CONTRACTOR <br />SHALL COORDINATE THE LOCATION OF EXISTING UTLITIES <br />LEVEL DATUM.A MINIMUM OF 10 FEET HORIZONTAL <br />2.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THEWATER METER OR FIRE SERVICE EQUIPMENT SHALL UTILIZEWITHIN THE CONSTRUCTION AREA PRIOR TO THE BEGINNING OF ANY <br />2.THE CONTRACTOR IS RESPONSIBLE FORSEPARATION AND 18 INCHES VERTICAL <br />EXACT LOCATIONS AND ELEVATIONS OF ALL EXISTINGPROTECTIVE INTERNAL COATINGS MEETING CURRENTEXCAVATION OR DRILLING WORK. CONTRACTOR SHALL ADJUST, <br />VERIFYING THE EXACT LOCATIONS ANDSEPARATION.PROTECT AND REPAIR ANY DAMAGE TO SAID UTILITIES, AS NECESSARY, <br />UTILITIES PRIOR TO BEGINNING CONSTRUCTION. IFANSI/AWWA STANDARDS FOR CEMENT MORTAR LINING OR <br />ELEVATIONS OF ALL EXISTING UTILITIES5.ALL SEWER SERVICES SHALL BE 6 INCHESAT NO ADDITIONAL COST TO THE OWNER. <br />CONDITIONS ARE SIGNIFICANTLY DIFFERENT FROM THATSPECIAL COATINGS. THE USE OF UNLINED OR UNCOATED <br />E <br />NORTH <br />H <br />PRIOR TO BEGINNING CONSTRUCTION. IFIN DIAMETER UNLESS OTHERWISE NOTED. <br />SHOWN ON THE PLANS, STOP WORK AND NOTIFY THE(CAST-IRON, GRAY-IRON, STEEL, GALVANIZED, ETC.) PIPE <br />O <br />CONDITIONS ARE SIGNIFICANTLY DIFFERENT6.CONTRACTOR TO COORDINATE <br />ENGINEER.SHALL NOT BE ALLOWED. <br />FROM THAT SHOWN ON THE PLANS, STOPCONNECTION TO EXISTING SANITARY <br />3.CONTRACTOR SHALL FIELD ADJUST FIRE HYDRANTS, VALVES7.COMBINATION FIRE AND DOMESTIC SERVICES MUST <br />WORK AND NOTIFY THE ENGINEER. <br />AND APPURTENANCES TO MATCH FINISHED GROUNDTERMINATE WITH A THREAD ON FLANGE OR AN MJ TO FLANGESEWER SYSTEM. <br />3.CONTRACTOR SHALL FIELD ADJUST7.UTILITY AND MECHANICAL CONTRACTORS <br />ELEVATION.ADAPTER. <br />E <br />H <br />MANHOLE RIMS, CLEANOUTS, ANDSHALL COORDINATE INSTALLATION OF <br />4.8 MIL MIN. POLYWRAP ON ALL D.I.P. IS REQUIRED8.UTILITY AND MECHANICAL CONTRACTORS SHALL <br />O <br />APPURTENANCES TO MATCH FINISHEDSEWER SERVICES ALL THE WAY INTO THE <br />5.TAPS OF LIVE WATER MAINS TO BE DONE BY CITY FORCES,COORDINATE INSTALLATION OF WATER SERVICE PIPES, <br />GROUND ELEVATION.BUILDING TO ACCOMMODATE CITY <br />BUT COORDINATED AND PAID FOR BY CONTRACTORFITTINGS, AND VALVES ALL THE WAY INTO THE BUILDING TO <br />INSPECTION AND TESTING. <br />ACCOMMODATE CITY INSPECTION AND TESTING. <br />E <br />H <br />O <br />12" D.I.P. TO 6" PVC REDUCER <br />CONNECTION. CONTRACTOR <br />x <br />C <br />E <br />SHALL COORDINATE WITH CITY <br />x <br />x EX CB <br />H <br />x <br />MTS <br />MTS <br />OW <br />OF ROSEVILLE UTILITY DEPARTMENT. <br />EX STRM. MH x <br />RIM= 908.67 <br />RIM= 909.03 x <br />INV(S)= 905.92 <br />M <br />S <br />T <br />S T <br />M EX STRM. MH <br />INV(W)= 905.18 <br />S EX CB <br />x <br />S <br />x <br />RIM= 909.86 <br />INV(S)=905.18RIM= 912.00 <br />x <br />x <br />M <br />T <br />INV(N)905.68 WS INV(E)= 903.26 <br />INV(S)= 908.10 <br />E <br />M <br />H <br />T <br />SS INV(NW)= 903.26 <br />O <br />S <br />S T <br />xM <br />x <br />M <br />T <br />S <br />x <br />xx <br />x <br />x <br />xMTS <br />xxxMTSMTS <br />xMTS <br />xMTS <br />xMTS <br />xMTSMTS <br />xMTS <br />MTSMTS <br />S MTS <br />EX STRM. MH xMTS <br />MTS <br />S EX CB <br />W <br />x <br />x <br />x <br />RIM= 909.26 <br />RIM= 908.79EX CB <br />M <br />TS <br />x <br />E <br />INV(N)= 904.81 <br />H INV(N)= 905.44RIM= 912.14 <br />S <br />O S <br />T <br />INV(S)= 904.81 S <br />INV(SW)=905.44 M <br />INV(N)=907.34 <br />xx <br />EXISTING 36" RCP SANITARY SEWERINV(SE)= 906.84 <br />x <br />W <br />x <br />M <br />SSSSSSSSSSSSSSSSSSSSSS <br />S SSSSSSSSSSSSSSSSSS <br />xxxTxxxxx <br />xxxxxxxxxxxx <br />S x <br />x MS <br />S <br />T <br />T <br />M <br />x <br />S <br />EXISTING FIRE HYDRANTEXISTING 12" DIP WATER MAIN <br />Ex EXISTING FIRE HYDRANT <br />H <br />S <br />W <br />S <br />OW <br />WWWWWWWWWWWWWWWWWWWW <br />x <br />xxxxxxx <br />xxxxxxxxxxxxxx <br />W <br />x <br />M <br />T <br />S <br />xS EX STRM. MH <br />W <br />S <br />E <br />x <br />x <br />RIM= 913.05 <br />H <br />x <br />W <br />x <br />MMTS <br />MTS <br />OT <br />S INV(NW)=906.44 <br />EX CB <br />EX STRM. MHINV(S)= 906.44 <br />RIM= 908.79 <br />RIM= 913.09 <br />INV(E)= 906.30 <br />W <br />x <br />xSx <br />x <br />INV(N)= 905.44 x <br />INV(N)= 904.79INTAKE= 908.95 <br />SxM <br />T <br />W <br />S <br />INV(SW)= 905.44 <br />x INV(S)= 904.79 <br />E BOTTOM= 900.05 <br />x <br />Sx <br />TM <br />Hx <br />x <br />STM <br />x <br />STM <br />O INV(E)= 904.79 <br />STM <br />STM <br />INV(W)= 904.79 <br />W <br />STM <br />STM <br />STM <br />STM <br />STMM <br />STMM <br />STMM <br />M <br />xSx <br />T <br />T <br />xT <br />WT <br />Sx <br />SSx <br />x <br />S <br />S <br />EX STRM. MH <br />S <br />M <br />T <br />T <br />Ex <br />10" PVC ROOF DRAINRIM= 912.25 <br />Mx <br />x <br />S <br />Hx <br />STM <br />STMx <br />STM <br />O PROPOSED DOGHOUSE SANITARYINV(N)= 904.53 STM <br />SEE SHEET C300 FOR STM <br />W <br />SEWER MANHOLE TO INTERCEPT x INV(S)= 904.71 <br />ADDITIONAL INFORMATION <br />W <br />xS <br />M <br />M <br />M <br />EXISTING 36" RCP SANITARY MAIN.S PROPOSED FIRE DEPT. CONNECTION M <br />TOP WEIR= 907.22 <br />T <br />T <br />xT <br />T <br />xx <br />S <br />Sx <br />SS <br />PROPOSED RIM = 910.10BOTTOM= 904.30 <br />APPROXIMATE INV (N,S) = 898.64 <br />x <br />x <br />Ex <br />W <br />x <br />STM <br />x <br />H <br />STM <br />INV (E) = 904.00 <br />xSTM <br />O <br />W <br />CONTRACTOR TO LOCATE LINE, <br />xS <br />S <br />M <br />VERIFY INVERTS AND COORDINATE M <br />PROPOSED M <br />M <br />TT <br />xT <br />T <br />xxx <br />S <br />S <br />S <br />S <br />CONNECTION WITH CITY OF ROSEVILLE.HAMPTON INN <br />S <br />AN <br />W <br />13 LF 6" PVC WATER M <br />S <br />AN <br />FFE = 912.75'M <br />T <br />x <br />xxT <br />Sx <br />SERVICE CONNECTION x <br />WSTMx <br />S <br />STM <br />STM <br />xS <br />S <br />M <br />W M <br />M <br />10 LF 6" PVC WATER M <br />38 LF 8" PVC SANITARY SEWER T <br />T <br />xx <br />TT <br />xx <br />S <br />S <br />S <br />S <br />SERVICE CONNECTION <br />SERVICE CONNECTION <br />x <br />M <br />W <br />EXISTING 4-STORY MTC <br />TM <br />x <br />xT <br />Sx <br />Ex <br />STMx <br />STMS <br />PARKING RAMP <br />STM <br />HxSSTM <br />STM <br />S <br />O <br />OHE <br />95LF 6" PVC WATER <br />M <br />M <br />M <br />M <br />T <br />xT SERVICE CONNECTION <br />T <br />Tx <br />xxx <br />S <br />S <br />S <br />WS <br />x <br />xx <br />xW <br />x <br />xSxx <br />x <br />STM <br />STM <br />S <br />STM <br />x <br />WM <br />M <br />Mx <br />M <br />TW <br />xT <br />T 45° BEND 6" PVC <br />T <br />x <br />x <br />S <br />xS <br />S <br />S <br />M <br />S EXISTING FIRE HYDRANT <br />T <br />x <br />M <br />xSM <br />xS <br />Sx <br />xT <br />T <br />Sx <br />STMx <br />x <br />STM <br />SS <br />x <br />E <br />STM <br />W <br />STM <br />x <br />H <br />W <br />O <br />2 <br />45° BEND 6" PVC <br />1 <br />9 <br />MM <br />EX CB <br />M <br />M <br />T <br />EXISTING 36" RCP SANITARY SEWER xT <br />T <br />T <br />x <br />Sx <br />xS <br />S <br />Sx <br />RIM= 918.01 <br />W <br />S <br />x <br />S <br />MS <br />INV(E)= 915.21 <br />S <br />TM <br />x <br />x <br />xT <br />xS <br />x <br />STMx <br />x <br />STM <br />GS <br />xW <br />STM <br />STM <br />E <br />x <br />H <br />x <br />O <br />W <br />SS <br />xx <br />x <br />CLEVELAND AVENUE <br />x <br />Mx <br />SM <br />SSSM <br />Mx <br />T <br />T <br />T <br />T <br />x <br />x <br />Sx <br />xS EX CB <br />SxS <br />S <br />S <br />x <br />RIM= 917.97 <br />M <br />G <br />M <br />WT <br />STM <br />T <br />SxS <br />x <br />INV(N)= 911.87 <br />x S <br />91x <br />S1 <br />9 <br />1 <br />1 <br />W <br />EM <br />INV(S)= 911.87 <br />M <br />MT <br />HT <br />T <br />S <br />STM S <br />OS <br />STMSTMSTMSTMSTMSTM <br />OHEM x <br />M <br />M <br />M <br />T <br />T <br />STMTxS <br />MT <br />STx <br />xSTMx <br />STMSSx <br />xx <br />SS <br />S <br />STMSTMSTMSTMSTMSTMSTMSTMSTM <br />G <br />Wx <br />STMSTMSTMSTMSTMSTMSTMSTMSTMSTM <br />x <br />xxxxxxxxxxx <br />x <br />M <br />STMSTx <br />S <br />x <br />SSS <br />SS <br />SS <br />SSSSW <br />SS <br />SST <br />STTS <br />TTTM <br />TTT <br />TTTS <br />TTTMM <br />TTMMM <br />MMM <br />MMM <br />MM <br />MMM <br />MT <br />S <br />x <br />M <br />MxS <br />M EX CB <br />GM W <br />W M <br />TT <br />W W S <br />T W <br />T W T <br />xx <br />Sx <br />xSx <br />xS <br />S <br />S <br />RIM= 911.08PROPOSED ELECTRICAL TRANSFORMER <br />x <br />SW <br />M <br />x <br />SSS INV(E)= 905.38SEE ELECTRICAL SHEET E002 FOR <br />SS EX STRM. MH T <br />SSS <br />SSS <br />SS <br />SST <br />STTS <br />TTT <br />TT <br />TT <br />TTTMM <br />TTMM <br />MMM <br />MM INV(W)= 905.38ADDITIONAL INFORMATION <br />MMM RIM= 911.36 <br />MM <br />M <br />WATERMAIN CONNECTION SHALL <br />x <br />E INV(E)= 905.30 <br />G <br />H BE WET-TAPPED. CONTRACTOR <br />W <br />S <br />PROPOSED BACKUP GENERATOR <br />x <br />OMS <br />M INV(W)= 905.30 <br />xM <br />MM <br />TTM <br />x SHALL COORDINATE WITH CITY <br />TxT <br />TTI hereby certify that this plan, specification, or report was prepared <br />x SEE ELECTRICAL SHEET E002 FOR x <br />xSW <br />Sx <br />S <br />S BOTTOM= 899.0 S <br />S <br />by me or under my direct supervision and that I am a duly Licensed <br />S <br />OF ROSEVILLE UTILITY DEPARTMENT. <br />x <br />SSS ADDITIONAL INFORMATION <br />SSSProfessional Engineer under the laws of the state of Minnesota. <br />SS <br />SSS <br />SS <br />SSSTMSTM <br />TTSTSTMSTM <br />TTTSTM <br />TT <br />TT <br />TTTMM <br />TTMM <br />MMM <br />MMTM <br />MMMS <br />MM <br />M 10" PVC ROOF DRAIN <br />x <br />9 <br />GW1 <br />M <br />SEE SHEET C300 FOR <br />x4 84 LF 6" PVC WATER <br />TS <br />E <br />x <br />S <br />xS <br />H <br />W <br />ADDITIONAL INFORMATIONSERVICE CONNECTION <br />M <br />M <br />SM <br />OSSSMM <br />SST <br />SST <br />xT <br />T <br />TTxT <br />TTx <br />TTTSxx <br />xSTS <br />MS PROPOSED CONDENSING UNIT <br />MMS <br />MMMS <br />MM <br />S <br />SSS <br />SS <br />SS <br />SSS <br />SS <br />SSST <br />TT <br />TTT SEE MECHANICAL PLANS FOR MORE <br />EXISTING FIRE HYDRANT TT <br />TT <br />TTTMM <br />xTTMM <br />MMM <br />MMM <br />MMM9 <br />GMM <br />MT <br />W <br />1 <br />INFORMATION <br />S <br />3 <br />x <br />x <br />S <br />10 <br />9 <br />x <br />W <br />S <br />E <br />S <br />HSSS PROPOSED FIRE DEPT. CONNECTION <br />SS <br />SSM <br />M <br />M <br />TTMM <br />TTT <br />OxSTTTT <br />TxT <br />MT <br />MMxxT <br />MMMx <br />OHESMMSMx <br />S <br />SSSS <br />SSSTS <br />SS <br />SSS <br />xSS <br />SSST <br />TTS <br />TTT <br />TT <br />TT <br />WTTTMM <br />GTTMM <br />MMM <br />MM <br />MMM <br />xMM <br />M <br />x <br />EXISTING 8" PVC SANITARY <br />74 LF 8" PVC SANITARY SEWER W <br />S <br />x <br />SEWER @ 0.04% <br />S <br />SERVICE CONNECTION <br />M02/20/2015 <br />S <br />SSST <br />SS <br />SS <br />STTS <br />xTT <br />TTTMM <br />T <br />MMSignature:Date: 2/23/2015 <br />xMMMM <br />SMMMTSignature:ttr <br />MMTu <br />xxTuu <br />SSST <br />GSSxxT <br />SS TIE PROPOSED 8" SANITARY <br />WSSSS <br />SSS <br />SSSTSx JAMES R. SKOWRONSKIJAMJAMES R. SKOWROJMMMNSKI42202 <br />TTSS JM <br />TTT9 JAMJAM <br />TT M <br />TTTyped or Printed Name:Registration Number:JAMM <br />TTTMM <br />xTTMM1TypedorPrintTypedName: <br />MMMy <br />MM <br />MMM SERVICE TO EXISTING 8" <br />MMx <br />M2 <br />PROPOSED <br />I:\\24200\\24277 Home2 - Roseville, MN\\01. Drawings\\Autocad\\Civil\\24277 C400.dwg Printed by: ekaul on Feb 24, 2015 - 7:22am W <br />SANITARY SEWER USING "WY'E" <br />MS <br />x <br />T <br />HOME2 SUITES <br />S <br />S <br />STM CONNECTION. CONTRACTORS <br />9 <br />FFE = 916.00' <br />9S <br />SSS <br />SS11 <br />SS <br />x0 <br />S1 <br />TT <br />TT SHALL CORDINATE WITH THE <br />xTTT <br />T <br />M <br />ESWMM <br />GMMMM <br />MMM <br />SSSMM <br />HxSSM <br />SST <br />SSSxT <br />SST <br />SSSTT CITY OF ROSEVILLE FOR T <br />TTxxx <br />TTTx <br />OTTSx <br />TTS <br />TTTMMS <br />TTMMMSS <br />MM <br />MMM SAN W MOUNT RIDGE ROAD <br />MMM SAN <br />MM <br />MT N <br />INSTALLATION REQUIREMENTS. <br />I <br />S <br />A <br />S <br />x <br />SEE DETAIL ON SHEET C601 <br />S <br />M <br /> <br />x FOR CONNECTION INFORMATION <br />S R <br />GSSS <br />SS <br />SS <br />SW <br />TT E <br />xTT <br />TTT <br />T <br />SM APPROXIMATE INVERT ELEV= 906.19 <br />MM <br />xMMM T <br />MMM <br />SSS <br />SSTx <br />SSSM <br />ESSM A <br />SSM <br />SSSTM <br />TTSWM <br />TTTT <br />TTT <br />HTTT <br />TTTMMTT <br />TTMMM <br />MMx <br />MMSS W <br />MMM <br />MMS <br />OMS S <br />OHE <br />P <br />I <br />S <br />x <br />S <br />D <br /> <br />x <br />" <br />GW <br />M <br />S <br />SSST <br />SS 2 <br />SSS <br />x <br />x <br />TTS <br />MTTx <br />STTTT <br />SSTMT 1 <br />M <br />MM <br />MMM <br />MM <br />W <br />SSS <br />SS <br />SSS <br />SS <br />SS <br />SSST G <br />TT <br />TTT <br />TT <br />TT <br />TTTMM <br />TTMMMM <br />MM N <br />MM <br />MMM <br />MM I T <br />M <br />x <br />T S <br />S <br />M S x <br />xS <br />T I <br />G <br />W <br />S <br />X <br />E <br />x <br />SSx <br />SS <br />SSS <br />xSS <br />TTW <br />TT <br />STTT <br />T <br />M <br />MM <br />MMM <br />MM <br />SSS <br />SS <br />SSS <br />SS <br />SS <br />SSST <br />TT <br />TTT <br />TT <br />TTT <br />TTMM <br />TTMMM <br />MM <br />MMM <br />MMM <br />MMM <br />MT <br />E <br />STMT <br />Sx <br />x <br />HS <br />STMS <br />WSTMx <br />GSTM <br />S <br />O <br />x <br />S <br />x <br />T <br />M <br />W <br />S <br />x <br />STM <br />MSTM <br />STSTM <br />SSTM <br />STM <br />M <br />9 <br />1T <br />0 <br />S <br />M T <br />M S <br />MT M <br />MT <br />MT <br />MTS <br />TS <br />TS <br />S <br />S <br />S <br />x <br />G <br />WM <br />S <br />T <br />Ex <br />S <br />xS <br />Tx <br />S <br />HM <br />x <br />M <br />M <br />MT W <br />O MT <br />MT <br />MTS <br />TS <br />TS <br />S M <br />S <br />S S <br />T <br />x <br />91 <br />S1 <br />SS <br />T <br />M <br />TTTM <br />TTM <br />TTTMTTSTTTT <br />TTTMTTTTTSS <br />x TMTTTTTSS <br />MTTTTTTSSSSSS <br />G TTSSSSSSS <br />TTTTSSSSSSSSSSS <br />W SSSSSSSS <br />SSSSS <br />SSSS S <br />T <br />M <br />xS <br />x <br />xM <br />S <br />M <br />WT <br />T <br />5 <br />E <br />S <br />S <br />1 <br />H9S <br />1 <br />2T9 <br />MARK DATE DESCRIPTION <br />SM <br />O <br />x <br />S <br />OHE <br />STMSTM <br />STM <br />x <br />STM <br />STM <br />STM <br />STM <br />STMDATE <br />xSTMMSTM <br />STMSTMST <br />G <br />02/20/2015 <br />W <br />ISSUED: <br />x <br />x <br />M <br />S <br />T <br />Wx <br />SS <br />3 <br />ISSUE <br />1 <br /> <br />9CONSTRUCTION DOCUMENTS <br />PHASE: <br />xS <br />0 <br />S <br />2 <br />M <br />x 9 <br />GPROJECT TITLE: <br />MT <br />x <br />WS <br />T <br />xS <br />S <br />T <br />Mx <br />x <br />5 <br />5 <br />W <br />S <br />1 <br />1 <br />S <br />9 <br />9 <br />HOME2 & <br />M <br />T <br />xS <br />S <br />G <br />Sx <br />E <br />W EX MH <br />x <br />H <br />4 <br />M <br />S <br />1xT <br />O <br />HAMPTON INN <br />Tx <br />RIM= 909.40 9 <br />S <br />M <br />Wx <br />xx <br />M <br />SS <br />TSS <br />INV(S)= 902.38 <br />S <br />INV(W)= 902.60 <br />G <br />LEGEND <br />S <br />x <br />x <br />INV(E)=905.60 <br />xW <br />xSx <br />x <br />x <br />MTS <br />MTS <br />MTS <br />MTS INV(NE)=9005.33 <br />E <br />x <br />M <br />HW <br />EXISTING MAJOR <br />xT <br />PROJECT OWNER: <br />O <br />S <br />CONTOURS HR, LLC. <br />G <br />S <br />TxEXISTING MINOR <br />M <br />S <br />x <br />0 <br />x <br />CONTOURS <br />S <br />2 <br />x <br />W <br />9 <br />PROPOSED MAJORM <br />EPROJECT LOCATION: <br />xT <br />H <br />ROSEVILLE, MN <br />S <br />CONTOURS <br />G <br />O <br />OHE <br />x <br />SPROPOSED MINOR <br />T <br />S <br />x <br />x <br />M <br />SCONTOURS <br />x <br />0 W <br />2 <br />SHEET TITLE: <br />GPROPOSED <br />9 M <br />W xT <br />x <br />WATER MAINS <br />PROPOSED SANITARY <br />SAN <br />S <br />S <br />x <br />UTILITY PLAN <br />STSEWER <br />M <br />x <br />G <br />EXISTING <br />x <br />STM <br />x <br />STORM SEWER <br />M <br />T <br />ES <br />EXISTING GAS <br />H <br />G <br />Ox <br />MAIN <br />S <br />x <br />S040'10'20' <br />G <br />EXISTING BURIED <br />x <br />T <br />x <br />TELEPHONE <br />EXISTING <br />SS <br />x <br />SANITARY SEWER <br />E <br />H <br />xSG <br />O <br />EXISTING 24277 <br />SS <br />xPROJECT <br />E <br />W <br />x <br />WATERMAINNUMBER <br />C400 <br />LOT LINE <br />SHEET <br />NUMBER <br />G <br /> <br />
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