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720725730735740745750755720725730735740745750755-1.29%1.86%-1.73%0.60%-2.59%1.27%-0.60%0.61%-0.60%0.60%-0.60%PVI STA. 30+00.69PVI ELEV 741.74PVI STA. 30+12.62PVI ELEV 741.58PVI STA. 30+29.69PVI ELEV 741.90 <br />PVI STA. 34+17.95 <br />PVI ELEV 740.37 <br />PVI STA. 36+12.67 <br />PVI ELEV 740.00 PVI STA. 31+71.17PVI ELEV 741.30LVC = 50'BVCS = 31+46.16 <br />BVCE = 741.15 <br />EVCE = 740.65 <br />EVCS = 31+96.16 HP STA. 31+55.60HP ELEV 741.18PVI STA. 33+19.88PVI ELEV 740.44LVC = 50'BVCS = 32+94.88BVCE = 740.12EVCE = 740.29EVCS = 33+44.88HP STA. 33+28.76HP ELEV 740.34PVI STA. 35+24.58PVI ELEV 740.53LVC = 50'BVCS = 34+99.58 <br />BVCE = 740.38 <br />EVCE = 740.38 <br />EVCS = 35+49.58 HP STA. 35+24.51HP ELEV 740.46PVI STA. 30+91.95PVI ELEV 740.82LVC = 60'BVCS = 30+61.95BVCE = 741.34 <br />EVCE = 741.00 <br />EVCS = 31+21.95 LP STA 31+06.47LP ELEV 740.95PVI STA. 32+42.24PVI ELEV 739.46LVC = 60'BVCS = 32+12.24 <br />BVCE = 740.23 <br />EVCE = 739.84 <br />EVCS = 32+72.24 LP STA 32+52.54LP ELEV 739.71PVI STA. 33+74.93PVI ELEV 740.11LVC = 50'BVCS = 33+49.93 <br />BVCE = 740.26 <br />EVCE = 740.26 <br />EVCS = 33+99.93 LP STA 33+74.79LP ELEV 740.18PVI STA. 34+57.71PVI ELEV 740.13LVC = 50'BVCS = 34+32.71 <br />BVCE = 740.28 <br />EVCE = 740.28 <br />EVCS = 34+82.71 LP STA 34+57.77LP ELEV 740.21741.8741.5 <br />741.5 <br />739.6 <br />739.6 <br />741.3 <br />739.4 <br />739.0 <br />739.5 <br />740.1 <br />740.1 <br />740.2 <br />740.1 <br />740.0 <br />741.55 <br />740.96 <br />741.17 <br />740.55 <br />739.71 <br />740.18 <br />740.26 <br />740.26 <br />740.21 <br />740.38 <br />740.38 <br />740.08 <br />740.0030+0031+0032+0033+0034+0035+0036+0036+13SMH 44' SANITARY MHRIM: 741.71IE: 733.65 (S)SMH 54' SANITARY MHRIM: 741.81IE: 734.95 (S)IE: 736.45 (N)12" STM12" STM285 LF - 8" SAN PVC@ 0.98%C12C13C11C10C08C09C058" WATER MAIN (TYP)8" x 8" x 6" TEE8" x 8" x 6" TEE45° BENDIE 10" PVC W=731.03IE 6" PVC NW=739.40BASKET IN,UNABLE TO MEASUREIE 6" PVC SE=739.99BOTTOM=733.94FIBER OPTICMARKER6" WM PER ATLAS6" WM PER ATLASN89° 31' 56"E 738.24'S <br />3 <br />4 <br />° <br /> <br />0 <br />9 <br />' <br /> <br />5 <br />6 <br />" <br />W <br /> <br /> <br /> <br /> <br />1 <br />5 <br />5 <br />. <br />1 <br />7 <br />'EASEMENT PER DEED REC. 772, PG. 64123.00'10'10'IN & MI POWER CO. EASEMENT PERDOC. 0936999OFF-CAMPUS HOUSING)10+00 11+00 12+00 13+00 <br />36+1330+00 31+00 32+00 <br />33+0034+0035+0036+00DWYDWYDWYDWYDWYDWYDWYDWYWWWWWWROAD A <br />ROAD B <br />ROAD B8"x8"x6" TEEFH 1FH 28"x8"x8" TEE <br />6" W (41 LF)WATER METER VAULT (TYP)SMH 1SMH 2SMH 5SMH 4222 LF WM 4 LF WM <br />8"x8"x6" TEEVANESS STREETWATER METER VAULT (TYP)CURB STOPVALVE (TYP)8"x8"x6" TEE71 LF WM175 LF WM8"x8"x6" TEE45° BEND14 LF WM364 LF WMFH 4FH 3285 LF - 8" SAN PVC <br />@ 0.98%151 LF - 8" SAN PVC@ 0.45%2" DOMESTIC WATER SERVICE <br />FOR TH 3 UNITS (TYP) <br />2" DOMESTIC WATER SERVICE <br />FOR TH 2 UNITS (TYP)6" W (19 LF)6" W (42 LF)39 LF - 6" SANITARYSERVICECURB STOP VALVE (TYP)39 LF - 6" SANITARYSERVICECONNECT TO EXISTING 8" <br />WATER MAIN VIA <br />PRESSURE CONNECTIONCONNECT TO EXISTING 6" WATERMAIN VIA PRESSURE CONNECTIONNOTES1.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.1" =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 B 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 /> C1.2211159 <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 750745740735730725720755750745740735730725720755GRAPHIC SCALECAMPUS VIEW - NOTRE DAME <br />CITY PROJECT NO. DP21-061 FOR ROAD A, SEE SHEET C1.0REV. PER RFI; RAISE ROAD GRADES NEAR ROAD B STA. 32+50