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MULTI-PURPOSESYNTHETIC FIELD(ALTERNATE BID - REFER TOSHEET C1.X1)> > > > > > > > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>> >> >> >> >> > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SLOPE = 0.55%>> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>12" PERFORATEDPVC (2) INV = 924.7028.3528.128.127.826.727.827.826.792627.8927927.527.228.827.292892727.826.727.627.959279260.5% SLOP E 0.5% SLOP E 26.026.393093292427.226.792692727.827.927.227.627.727.892892626.026.01.0% SLOP E M.E.26.826.726.4M.E.27.092726.88.127.9527.95EOF927.5587' - 12" PERFPVC @ 0.44%587' - 12" PERFPVC @ 0.44%>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >>INV. 6" DT= 925.00INV. 6" DT= 925.00MH 201 (ALTERNATE #1)RIM = 927.2INV. = 916.60 NEINV. = 922.12 S/SW48" IDR-1642>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >>>> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >INV. = 924.26WYE CONNECTIONINV. = 924.44WYE CONNECTIONINV. = 924.57WYE CONNECTIONINV. = 924.40WYE CONNECTIONINV. = 922.48WYE CONNECTIONINV. = 922.30WYE CONNECTIONINV. = 922.26WYE CONNECTIONINV. = 922.44WYE CONNECTION6" DT @ 1.20%6" DT @ 1.27%6" DT @ 1.25%6" DT @ 1.18%6" DT @ 0.47%6" DT @ 0.37%6" DT @ 0.27%6" DT @ 0.35%8C2.28C2.28C2.28C2.28C2.28C2.28C2.28C2.2FES 4 (ALTERNATE #1)INV = 916.412" APRON WITH RIP RAP16C2.117C2.146' - 12" PERFPVC @ 0.44%40.00'40.00' 80.00'40.00'30.00'ATHLETIC IMPROVEMENTSBETHEL UNIVERSITY3900 Bethel DrSt Paul, MN 551123003/17/2021CITY 02/16/2021CITY RESUBMIT 03/24/2021UTILITY PLAN - ALTERNATE 1FEETSCALE02040HORZ.1. REFER TO SHEET C1.4, GRADING AND DRAINAGE PLAN, FOR GENERAL NOTES.2. ALL WATER SERVICE PIPE SHALL BE COPPER TYPE K CONFORMING TO ASTM B 88-62. ALLWATER SERVICE PIPING SHALL HAVE MINIMUM 8'-0" BURY (TOP OF PIPE TO FINISH GRADE).3. ALL STORM SEWER PIPE SHALL BE RCP, CLASS III (MIN.), WITH FLEXIBLE WATERTIGHT JOINTSIN ACCORDANCE WITH ASTM C-361 OR PVC PIPE (ASTM D3034, SDR 35) INSTALLED INACCORDANCE WITH ASTM D2321, UNLESS OTHERWISE NOTED.4. FLEXIBLE JOINTS AT STORM SEWER PIPE CONNECTIONS TO STRUCTURES:a. IN ACCORDANCE WITH MINNESOTA PLUMBING CODE, PROVIDE FLEXIBLE JOINTS AT ALLPIPE CONNECTIONS TO ALL STORM SEWER STRUCTURES.b. ACCEPTABLE MANUFACTURERS / PRODUCTS:i. FERNCO, “CONCRETE MANHOLE ADAPTORS” OR “LARGE-DIAMETER WATERSTOPS”ii. PRESS-SEAL, WATERSTOP GROUTING RINGS”iii. OR APPROVED EQUAL.7. WATER SERVICE SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANYMANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHER POTENTIALSOURCE FOR CONTAMINATION PER MINNESOTA PLUMBING CODE. THIS ISOLATION DISTANCESHALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THECONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR).8. ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHERPOTENTIAL SOURCE FOR CONTAMINATION SHALL BE INSTALLED AT LEAST 10 FEETHORIZONTALLY FROM ANY WATERMAIN PER MINNESOTA PLUMBING CODE. THIS ISOLATIONDISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OFTHE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR).9. LOCATE ALL EXISTING UTILITIES, VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALLEXISTING UTILITIES. VERIFY LOCATIONS, SIZES AND ELEVATIONS OF SAME BEFORE BEGINNINGCONSTRUCTION.10. CONTRACTOR SHALL STAKE LIMITS OF WALKS AND CURBING PRIOR TO INSTALLATION OFGATE VALVES, CATCH BASINS AND MANHOLES. GATE VALVE AND MANHOLE LOCATIONSSHALL BE ADJUSTED TO AVOID PLACEMENT OF THESE STRUCTURES IN WALKS AND CURBAND GUTTER. CURB AND GUTTER SHALL BE STAKED TO ALLOW CURB INLET TYPE CATCHBASINS TO BE PROPERLY LOCATED IN LINE WITH CURBING.NOTESLEGENDREFERENCE KEY TO SITE DETAILS DETAIL I.D NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)EXISTING CONTOURPROPOSED CONTOURPROPOSED SPOT ELEVATIONME = MATCH EXISTINGEOF = EMERGENCY OVERFLOWT.W. = FINISH GRADE AT HIGH SIDE OF WALLB.W. = FINISH GRADE AT LOW SIDE OF WALLT.S. = FINISH GRADE AT TOP OF STEPB.S. = FINISH GRADE AT BOTTOM OF STEPPROPOSED GRADING LIMITSAPPROXIMATE SOIL BORING LOCATIONPROPOSED STORM SEWERPROPOSED PERFORATED STORM SEWERPROPOSED WATER SERVICEPROPOSED DRAINTILE (DT) / FINGER DRAIN (FD)PROPOSED MANHOLE (MH)PROPOSED CATCH BASIN (CB)PROPOSED SURGE BASIN (SB)PROPOSED FLARED END SECTION (FES)PROPOSED CURB BOXPROPOSED YARD HYDRANTPROPOSED UNDERGROUND STORAGE UNITSPROPERTY LINE1C2.1955>>l>>>>>>DARBJD0V1123087>>92828.013C2.11C2.28C2.29C2.210C2.113C2.211C2.118C2.119C2.116C2.117C2.18C2.19C2.11C2.210C2.211C2.2