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Sewer & Water Extension Agreement & Title Sheet - Utility Extension for Campus View - UND Property Owner, LLC
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Sewer & Water Extension Agreement & Title Sheet - Utility Extension for Campus View - UND Property Owner, LLC
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Board of Public Works
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Contracts
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9/13/2022
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720725730735740745750755-2.24%0.83%-0.86%0.69%-0.75%0.84%-0.83%0.77%-0.78%PVI STA. 9+99.98PVI ELEV 739.26PVI STA. 10+06.39PVI ELEV 739.12 PVI STA. 10+88.51PVI ELEV 739.80LVC = 50'BVCS = 10+63.51BVCE = 739.59EVCE = 739.58EVCS = 11+13.51HP STA. 10+88.07HP ELEV 739.69PVI STA. 13+20.15PVI ELEV 740.50LVC = 50'BVCS = 12+95.15 <br />BVCE = 740.33 <br />EVCE = 740.31 <br />EVCS = 13+45.15 HP STA. 13+19.17HP ELEV 740.41PVI STA. 14+46.58PVI ELEV 740.50LVC = 50'BVCS = 14+21.58 <br />BVCE = 740.29 <br />EVCE = 740.29 <br />EVCS = 14+71.58 HP STA. 14+46.70HP ELEV 740.40PVI 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. 11+46.69PVI ELEV 739.30LVC = 60'BVCS = 11+16.62BVCE = 739.55EVCE = 739.51EVCS = 11+76.76 LP STA 11+49.89LP ELEV 739.41PVI STA. 13+86.80PVI ELEV 740.00LVC = 60'BVCS = 13+56.80BVCE = 740.23EVCE = 740.25EVCS = 14+16.80LP STA 13+85.17LP ELEV 740.12PVI STA. 15+06.95PVI ELEV 740.00LVC = 60'BVCS = 14+76.95BVCE = 740.25EVCE = 740.23EVCS = 15+36.95LP STA 15+08.03LP ELEV 740.12PVI STA. 17+26.64PVI ELEV 740.70BVCS = 16+96.64 <br />BVCE = 740.93 <br />LP STA 17+23.59LP ELEV 740.83739.2739.3740.6740.5738.7740.3740.2 <br />738.4 <br />738.4 <br />738.7 <br />738.9 <br />738.9 <br />738.5 <br />738.8 <br />739.2 <br />739.26739.48739.67739.41739.67740.01 <br />740.36 <br />740.28 <br />740.15 <br />740.39 <br />740.13 <br />740.33 <br />740.72 <br />741.08 <br />740.919+8010+0011+0012+0013+0014+0015+0016+0017+00SMH 14' SANITARY MHRIM: 739.04IE: 732.85 (S)SMH 24' SANITARY MHRIM: 739.43IE: 733.53 (S)IE: 733.53 (N)SMH 34' SANITARY MHRIM: 740.13IE: 735.15 (N)SMH 84' SANITARY MHRIM: 740.86IE: 734.75 (E)IE: 734.75 (W)12" STM15" STM12" STM12" STMSEE OFFSITESANITARY PROFILEFOR CONTINUATION15" STM151 LF - 8" SAN PVC@ 0.45%C01C02C03C04C06C14C15C16C17C18360 LF - 8" SAN PVC@ 0.45%8" WATER MAIN (TYP)8" x 8" x 6" TEE8" x 8" x 8" TEE8" x 8" x 6" TEE8" x 8" x 6" TEE22.5° BEND22.5° BEND#23810 <br />SANITARY MH <br />RIM=739.41 <br />IE 12" PVC E, W=733.76 <br />IE 8" PVC S=733.96 <br />UNABLE TO MEASUREIE 8" PVC W=732.18IE 8" PVC SE=732.13#23445SANITARY MHRIM=738.58IE 8" PVC N=733.68IE 8" PVC E=733.68 8" WM PER ATLAS <br />S89° 31' 56"W 165.56'N00° 20' 50"W 659.42'OVERLOOK AT NOTRE DAMEOFF-CAMPUS HOUSING)VACANTSINGLE FAMILY RESIDENCE LOTS10+0011+0012+0013+0014+0015+0016+0036+1336+00 <br />DWY <br />DWY <br />DWY <br />DWY <br />DWY <br />DWY <br />DWYDWYDWYDWYDWYDWY <br />DWY <br />DWY <br />DWY <br />DWY <br />0+001+00 <br />1+94 <br />WWROAD A8"x8"x6" TEEFH 1FH 2FH 58"x8"x8" TEE6" W (41 LF)WATER METER VAULT (TYP)SMH 1SMH 2SMH 3SMH 8SMH 7SMH 668 LF WM222 LF WM228 LF WM4 LF WM114 LF WM30 LF WM3 LF WM8"x8"x6" TEE8"x8"x6" TEE22.5° BEND22.5° BEND72 LF WM151 LF - 8" SAN PVC@ 0.45%360 LF - 8" SAN PVC@ 0.45%39 LF - 8" SAN PVC@ 0.46%67 LF - 8" SAN PVC@ 0.46%67 LF - 8" SAN PVC@ 0.45%2" DOMESTIC WATER SERVICEFOR TH 3 UNITS (TYP)2" DOMESTIC WATER SERVICEFOR TH 2 UNITS (TYP)6" SANITARY SERVICE (TYP)6" W (40.5 LF)CURB STOP VALVE (TYP)132 LF - 6" SANITARYSERVICE (TYP)CONNECT TO EXISTING 8"WATER MAIN VIAPRESSURE 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.#23810SANITARY MHRIM=739.41IE 12" PVC E, W=733.76IE 8" PVC S=733.96SINGLE FAMILY RESIDENCE LOTS <br />15+0016+00DWYDWY DWYDWY0+00 <br />1+001+94FH 5SMH 3SMH 8SMH 7SMH 6114 LF WM30 LF WM3 LF WM22.5° BEND22.5° BEND72 LF WM39 LF - 8" SAN PVC@ 0.46%67 LF - 8" SAN PVC@ 0.46%67 LF - 8" SAN PVC <br />@ 0.45%6" SANITARY SERVICE (TYP)132 LF - 6" SANITARYSERVICE (TYP)720725730735740745750755720725730735740745750755739.4 <br />739.1 <br />740.1 <br />739.1 <br />738.8 <br />740.85 <br />740.91 <br />741.090+001+001+94EX. SMH4' SANITARY MHRIM: 739.41IE: 733.96 (S)SMH 64' SANITARY MHRIM: 739.04IE: 734.26 (E)IE: 734.26 (N)SMH 74' SANITARY MHRIM: 740.91IE: 734.57 (E)IE: 734.57 (W)SMH 84' SANITARY MHRIM: 740.86IE: 734.75 (E)IE: 734.75 (W)67 LF - 8" SAN PVC@ 0.45%67 LF - 8" SAN PVC@ 0.46%39 LF - 8" SAN PVC@ 0.46%C177507457407357307257207551" =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 /> C1.0211159 <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 750745740735730725720755FOR CONTINUATION, SEE SHEET C1.1FOR CONTINUATION, SEE SHEET C1.1GRAPHIC SCALECAMPUS VIEW - NOTRE DAME <br />CITY PROJECT NO. DP21-061 FOR ROAD B, SEE SHEET C1.21" =0GRAPHIC SCALE404040'20REV. PER RFI; RAISE ROAD GRADES NEAR ROAD B STA. 32+50
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