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STRUCTURE COORDINATES SCHEDULE I / 6]A <br />ATE // COORDINATES <br />SIRRUC1lIRE I NORTHING EA3 . <br />SO 025 (NORTH) I1 1 1 3J16 i ` I� <br />!A V< VAULT ``16](1829711 `r 3182]S.1J6 N <br />MERfEPTOR ANHOLE id >6 >0.J0] <br />, <br />V ---'• SMh ��r SAN �- �• "::�� `�� 11 <br />...... , .. .,: :... ' : O <br />3AN .�� BAN' ' SAN •.�` <br />CgsTNG S TI1R iSE'PIPE� ' <br />NORTH SHORE"• .... y* <br />R <br />S <br />y � <br />d <br />3 <br />' aTmae <br />i� <br />I <br />I— SIR <br />16Y e741,00 w.. w ' `_wyr=- w`-- " w —w— <br />DRIVE .`... <br />1T YAI! OE amoma •. <br />NNIOIL T TO TOP OF .. <br />'E (s7 <br />• AFP FOIL H.ItJS -22P �• ; i • . <br />— E__E E <br />1 f1ECTRTC I�ErE� ANn 110TttuNYT <br />0 1 2 0' 40• <br />1 <br />$CALF 1 10' 21' <br />W V 6fi131 <br />X. <br />yly EIOST. SENSOR <br />AND O TUBE 8 <br />II 6 <br />U WV. 661.86 <br />YM Y 1 <br />Li;J:J <br />If <br />O nvR <br />,667.0 <br />r <br />Wv, sea10 <br />CSO 025 NORTH STRUCTURE <br />PLAN ELEVATION 669.00 <br />SCALE 1' - 1' -0' <br />Eon CITY OF SOUTH BEND, INDIANA <br />DEPAF PUBLIC WORKS <br />m BIER BU WASTEWATER <br />csc CSO MON ,;;; =--- PROJECT PHASE II <br />61 <br />WV. 860.06 <br />E __ <br />1. CONI7NCTOR TO FIE VERIFY ELEVATIONS AND FIELD LOCATIONS 01 <br />STRUCTURES PRIOR TO CONSTRI.CIgN. <br />2 SAM CUT PAVENEM PRIOR TO E%CAVATION. UYICUT PAVEMM <br />PFAPENgCUAR TO CURB AND PAVEAEM CEMIER UNE SAWCUT <br />SECTIONS MUSt Be AT 1E!rr to WIDE OR EXTENDED TO iNE NW <br />FJDSfNO PAVEMENT .Ip61T. DOTYEI. N REPI/DEIIFNT PAVEMENT TO <br />DEL fF1D CONCRflC PAVEMENT OF CONCRM k SLHVML N TIE <br />AM <br />3. ALL GROUTED OPENINGS STNLL RECEIVE A BRIAORMS COATING ON THE <br />OUTSIDE OF SIRUCNRa <br />/. ALL PROPOSED PIPRO B OVCRIF NON PNE PIPE 70 BE <br />POLYEIMT.EIIE EIM.LSED AND HAVE EPO%Y LWwp AS SPECWIEO. ALL <br />PNE PFNFTNipNi FOR FJII51W6 ARD PROPOSED STRUCTURES SHLLL <br />NCLUOE A YEClNNNN. JO6rt APPPOLMI,mY ONE FWT FROM 1fE <br />OUTSHOE iME OF 1HE SIRVCIVRE. <br />0. SEE SIFEi FII F'OR V. VAULT OE'T <br />1 <br />a PROVIDE i 1/2 SCHEOUE BO rV SUMP PUMP OMCNpGE PIPE FROM <br />VAULT TO NtEACEPTOR M1NNalE WsrALL _w APPRONNAmY S' <br />DEEP AND SLOPE T7WNID MANHOLE STRUCTURE (1 /1' PEA TOOT). <br />CORE DPNL AND NON- SININIt GROUT STiTMNRE PCNEIMTK; <br />7. CONTRACTOR s RESTORE ALL "AVE ""' C RM, SIOE•WAR, LMK <br />AND VOUTIES TINT ARE REMOVEO OR DISTURBED MMO <br />CONSTNUCADM. RESTORE PER COMPACT DRAMNG ANO SPECWIL'Atoa <br />RESTORE SIOEWALK IEXPWED SURFACE AID WfAD MATERIAL AT <br />RNERSECRN/ CROSSWALK APP fYJ9E N SHTE. <br />PLAN NDTR n <br />1. CUE 313 NOTCH W CONCRETE TO ALLOW NSTAIATKW OF PLATE AS <br />SHDRN. SECURE PLATE MN NON -OMW GROL]T. <br />2 NOTCH BOTTOM OF STRUCTURE 3' DEEP FOR INSTALLATION or PLATE <br />AS SHOWN, SECURE T NQN -SH%K GROUT. <br />3. CORE DRILL OR SAW CUT CPENIM FOR NEW 12' DP THROTIE PIPE <br />ADJUST BENCH TO ACCGMMODATE 1Y APE AND DIRECT FLOW TO THE <br />12 PIPE FOR CORE OREJED OPENING, CONNECT PIPE TO 31RVCUItE <br />MN CONNECTOR (PRESS -sGL PS% WtECf DRIVE YVWIgE <br />SNW6t NM?B IIAVAWAiEA 0 C0.0U1R RNG. SEAL Y6HH Npl- <br />a SAN CUT AND REMOVE VEIN VALL MATCH DOMINO BOTTOM ISLVATION. <br />E, CORE DRILL. OR SAtKW INTERCEPTOR MANHOLE STRUCTURE. CONNECT <br />NEW THROTTLE PIPE AS NOTED N PLAN NOTE S <br />a COMPACTOR SHALL FNST VENW OEP1H OF FLOW W STRUCTURE TO <br />VFRW PROPOSED 12' PIPE 6iVIDI <br />7. RETURN COMPOSITE IA M CITY REPLACE OATH NEW FRAME AND LID <br />L"W10222I W E""" <br />L REMOVE BENCH AND ADJUST SENSOR AND SMUM TUBE 3 NCHHES <br />LOWER" MOVIE OWNER MM NEW SENSOR ELEVATION. COORDINATE <br />ANO PROVIDE WATER SIWFACE READING CAEPATION TO OWNER <br />NEW IY <br />.OM Ot PPE <br />IRON C50 025 <br />TI' -o. EST, NV. 661.00 <br />O <br />O� <br />JA' <br />wv. 6fia7 <br />INTERCEPTOR MANHOLE STRUCTURE PLAN <br />SCALE NOT TO SCALE <br />COMBINED SEWER OVERFLOW 025 <br />PLANS <br />SCALE: AS NOTED <br />YAL1X!{L wANR, NC <br />—ATE JULY 2009 <br />IL C SHEET 3 lF_ <br />REF, Na 3029017 -028 <br />CSO 025 NORTH STRUCTURE <br />