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7207257307357407457507550.77%-0.78%0.96%-0.60%1.17%PVI STA. 21+83.98 <br />PVI ELEV 743.45 PVI STA. 16+62.72PVI ELEV 741.20LVC = 50'BVCS = 16+37.72BVCE = 741.01EVCE = 741.00EVCS = 16+87.72HP STA. 16+62.53HP ELEV 741.10PVI STA. 18+51.79PVI ELEV 741.90LVC = 50'BVCS = 18+26.79 <br />BVCE = 741.66 <br />EVCE = 741.75 <br />EVCS = 18+76.79 HP STA. 18+57.60HP ELEV 741.81PVI STA. 17+26.64PVI ELEV 740.70LVC = 60'BVCS = 16+96.64 <br />BVCE = 740.93 <br />EVCE = 740.99 <br />EVCS = 17+56.64 LP STA 17+23.59LP ELEV 740.83PVI STA. 19+83.60PVI ELEV 741.11LVC = 60'BVCS = 19+53.60 <br />BVCE = 741.29 <br />EVCE = 741.46 <br />EVCS = 20+13.60 LP STA 19+73.90LP ELEV 741.23738.5738.8 <br />739.2 <br />739.5 <br />739.8 <br />740.2 <br />740.3 <br />740.6 <br />741.1 <br />741.8 <br />742.5 <br />743.1 <br />743.6 <br />740.72741.08 <br />740.91 <br />740.93 <br />741.40 <br />741.80 <br />741.61 <br />741.31 <br />741.33 <br />741.89 <br />742.47 <br />743.0616+0017+0018+0019+0020+0021+0021+84SMH 84' SANITARY MHRIM: 740.86IE: 734.75 (E)IE: 734.75 (W)SMH 94' SANITARY MHRIM: 741.34IE: 735.82 (N)IE: 735.82 (W)12" STM18" STM12" STMSEE OFFSITESANITARY PROFILEFOR CONTINUATIONTIE INTO EXISTINGWATER MAINEXISTING WATERMAIN TO REMAIN237 LF - 8" SAN PVC@ 0.45%C17C18C19C20C228" WATER MAIN (TYP)22.5° BEND22.5° BEND45° BEND8" x 8" x 6" TEE8" x 8" x 6" TEE#10825STORM INLETRIM=743.42IE 12" CPP N=739.92#10829STORM MHRIM=743.86IE 42" RCP N, S=732.56IE 42" RCP E, UNABLE TO MEAS.OFFSET#10830STORM INLETRIM=743.70NO VISIBLE PIPESFULL OF DEBRIST/DEBRIS=739.65#10842STORM INLET#10843SANITARY MHRIM=743.94IE 10" PVC N=735.42IE 8" PVC E=736.04IE 10" PVC S=735.39S <br />3 <br />4 <br />° <br /> <br />0 <br />9 <br />' <br /> <br />5 <br />6 <br />" <br />W <br /> <br /> <br /> <br /> <br />3 <br />2 <br />7 <br />. <br />3 <br />5 <br />'S55° 50' 04"E120.00'S <br />3 <br />4 <br />° <br /> <br />0 <br />9 <br />' <br /> <br />5 <br />6 <br />" <br />W <br />5 <br />0 <br />. <br />0 <br />0 <br />'N55° 50' 04"W121.55'S34° 09' 56"W 108.30'S00° 28' 46"E 98.63' <br />N00° 28' 44"W 300.00'S89° 31' 56"W 165.56'N00° 28' 46"W 201.37'374.06'160.48'48.02'10 <br />'10' WATERMAINEASEMENT PER DOC.REC. 719 PG. 2275'5' INDIANA & MICHIGANELECTRIC CO. EASEMENTPER DOC. REC. 599, PG. 506INDIANA & MICHIGANELECTRIC CO. EASEMENTINDIANA & MICHIGANELECTRIC CO. EASEMENTFORMER VERIZON RETAILLAWOFFICESJAMISON HOUSECONDOMINIUMS16+00 <br />17+0018+0019+0020+00 <br />21+0021+8451+69 51+00DWYDWY <br />WWTIE INTO EXISTING WATER MAINDRIVEWAY CROAD AROAD ASMH 8SMH 7SMH 930 LF WM3 LF WMWATER METERVAULT (TYP)22.5° BENDCURB STOPVALVE (TYP)72 LF WM247 LF WM8"x8"x6" TEE45° BEND17 LF WM37 LF WM53 LF WM8"x8"x6" TEEFH 7FH 6237 LF - 8" SAN PVC@ 0.45%39 LF - 8" SAN PVC@ 0.46%28 LF - 6" SANITARYSERVICE6" W (106 LF)6" W (40.5 LF)CURB STOP VALVENOTES1.CONTRACTOR TO PROVIDE SMOOTH VERTICAL CURVES THROUGHHIGH AND LOW POINTS AS INDICATED BY SPOT ELEVATIONS.PROVIDE UNIFORM SLOPES BETWEEN NEW AND EXISTING GRADES.AVOID RIDGES AND DEPRESSIONS.2.ALL NEW WATER MAIN SHALL BE 8" DUCTILE IRON.3.ALL NEW SANITARY SEWER MAIN SHALL BE 8" PVC.FOR CONTINUATION, SEE SHEET C1.01" =0GRAPHIC SCALE404040'20DRAWING NO.N:\2021\211159\Drawings\ACAD\LD\S05\South Bend DPW\C1.0 PnP211159.dwg9/1/2022PROJECT NO.: <br />PROJECT MANAGER: <br />DRAWN BY: <br />DESIGNED BY: <br />MG <br />RI <br />PLAN & PROFILE - ROAD A DESCRIPTIONDATENO. <br />R E V I S I O N S <br />1 08/05/22 <br />2 08/23/22 <br />3 08/31/22 <br /> <br /> <br /> <br />REVISED PER CITY COMMENTS <br />REV. TTL SHT & ESMNT MAP (INSTR 2022-23815) <br /> <br /> <br /> <br />ORIGINAL ISSUE DATE:JUNE 6, 2022 <br />DESCRIPTIONDATENO. <br /> <br /> <br /> <br /> <br /> <br /> C1.1211159 <br />CITY OF SOUTH BEND ST. JOSEPH COUNTY, INDIANA <br />BMc <br />460 Stull Street <br />Suite 300, PMB #20 <br />South Bend, IN 46601 <br />574.360.7674 phone <br />www.v3co.com 750745740735730725720755750745740735730725720755FOR CONTINUATION, SEE SHEET C1.0 <br />GRAPHIC SCALECAMPUS VIEW - NOTRE DAME <br />CITY PROJECT NO. DP21-061 FOR DRIVEWAY C, SEE SHEET C1.3REV. PER RFI; RAISE ROAD GRADES NEAR ROAD B STA. 32+50