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MULTI-PURPOSYNTHETIC FI(ALTERNATE BID - RSHEET C1.X>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > >>>>>> > > > > > > >>>>>FLAT TILE CONNECTIONTO 15" PERF PVC (TYP)FLAT TILE CONNECTIONTO 15" PERF PVC (TYP)FLAT TILE CONNECTIONTO 12" PERF PVC (TYP)FLAT TILE CONNECTIONTO 12" PERF PVC (TYP)20.00' (TYP)20.00' (TYPICAL)1"X12"FLAT TILE1"X12"FLAT TILE1"X12"FLAT TILE7C2.2(TYPICAL)7C2.2(TYPICAL)7C2.2(TYPICAL)7C2.2(TYPICAL)1"X12"FLAT TILE1"X12"FLAT TILE1"X12"FLAT TILE1"X12"FLAT TILE1"X12"FLAT TILE1"X12"FLAT TILE1"X12"FLAT TILE1"X12"FLAT TILE1"X12"FLAT TILE1"X12"FLAT TILE1"X12"FLAT TILE1"X12"FLAT TILE1"X12"FLAT TILE1"X12"FLAT TILE1"X12"FLAT TILE1"X12"FLAT TILE1"X12"FLAT TILESLOPE = 0.34%SLOPE = 0.44%SLOPE = 0.62%SLOPE = 0.71%SLOPE = 0.27%SLOPE = 0.34%SLOPE = 0.50%SLOPE = 0.55%>>MULTI-PURPOSESYNTHETIC FIELD(ALTERNATE BID - REFER TOSHEET C1.X1)9-LANE RUNNING TRACKSTADIUMFIELDSTEEPLECHASE PITHIGHJUMP28.3528.3528.3528.3528.3528.3528.3528.228.128.128.1528.128.128.128.128.128.128.128.127.827.828.127.827.892892892828.126.727.827.827.827.827.828.1T.W. (928.2)B.W. (923.2)T.W. (928.2)B.W. (922.2)T.W. (928.0)B.W. (920.7)T.W. (928.0)B.W. (921.0)28.128.1T.W. (928.0)B.W. (922.0)28.128.027.9027.9528.8028.7528.3528.028.0T.W. (928.2)B.W. (928.2)T.W. (928.2)B.W. (928.2)26.427.95928M.E.20.6M.E.20.520.590828.7525.728.0910 912 914 916 91892092892892625.025.2M.E.21.0M.E.21.092027.927.9592792692427.827.8924922 92693093293492727.892692892792828.1592727.692292091827.927.8928926922919EOF920.120.421.020.420.420.4916924920920919T.W. (928.0)B.W. (924.2)924T.W. (926.0)B.W. (924.0)31.031.427.7527.8M.E. 29.492221.591691992828.327.85THICKENED POROUSAGGREGATE SECTION. 7"DEPTH X 19,000 SF25.619.019.028.128.128.1T.S. 27.9B.S. 25.9 (M.E)T.S. 29.3B.S. 28.326.026.028.027.9528.028.1528.428.328.628.128.3528.4528.2528.628.5528.128.1M.E.28.127.992892828.028.528.3528.128.0928T.W. (928.0)B.W. (921.0)T.W. (927.9)B.W. (925.9)M.E.26.826.726.428.0M.E.(25.5)M.E.(25.7)THICKENED POROUSAGGREGATE SECTION. 7"DEPTH X 19,000 SF28.0528.1527.8527.9527.992827.828.027.9928928 92827.925.7525.026.819.827.828.128.027.627.827.828.128.0T.S. 29.3B.S. 28.3T.S. 29.3B.S. 28.328.028.027.7528.027.8528.027.8528.028.127.9527.9527.9527.8528.027.9528.0EOF927.5EOF920.193019.019.0FILTRATIONAREA 2AFILTRATIONAREA 4AFILTRATIONAREA 1C928927928>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >>>>>>>>>> >> > > > > > > > > > > > > > > > > >> >> >>>>>>>>>>>>>> >> > > > > > > > > > > > > > > > >>>211' - 12" PERFPVC @ 0.44%MH 104RIM = 927.6INV. = 919.57 SW/SEINV. = 923.07 N48" IDR-1642 CASTING TO RECEIVE2-1/2" SYNTHETIC TURFMH 105RIM = 927.6INV. = 921.03 NE/SEINV. = 923.33 NW/SW48" IDR-1642 CASTING TORECEIVE 2-1/2"SYNTHETIC TURF15" PERF PIPE INV. =921.75. CAP 2 ENDS OFPERFORATED PVC.660' - 15" PERFPVC @ 0.33%442 - 15" PERFPVC @ 0.33%INV. 6" DT = 924.55INV. = 923.88WYE CONNECTIONINV. = 923.17WYE CONNECTION152' - 12" PERFPVC @ 0.44%218' - 15" PERFPVC @ 0.33%>>>>TD-CB9TD-CB8TD-CB7TD-CB6TD-CB5TD-CB4TD-CB3TD-CB2TD-CB159' - 15" PVC@ 0.33%>>UGS 1BSTONE INV. = 915.8836" PIPE INV. = 916.38PIPE OUT INV. = 916.38WATER QUALITY ELEV (OCS 1) = 918.38HWL = 919.17SURFACE AREA OF STONE (MIN) = 8,103 SFVOLUME OF STONE (MIN) = 5,991 CFNUMBER OF 36" PIPES = 88>>>>>>>>>>>> >> >> >>FILTRATION AREA 1CBOTTOM ELEVATION = 926.00BOTTOM AREA = 4,382 SFHWL = 926.82EOF = 927.10WATER QUALITY ELEV = 926.80FILTRATION AREA 2ABOTTOM ELEVATION = 919.00BOTTOM AREA = 3,122 SFHWL = 919.89EOF = 920.10WATER QUALITY ELEV = 919.80FILTRATION AREA 4ABOTTOM ELEVATION = 919.00BOTTOM AREA = 2029 SFHWL = 920.02EOF = 920.10WATER QUALITY ELEV = 919.80CB 1RIM = 926.8INV. = 918.94 W/NINV. = 921.80 DT48" IDR-2560EA (BEEHIVE)297' - 15" RCP@ 0.52%MH 101RIM = 925.0INV. = 915.90 WINV. = 917.40 E48" IDR-1642FES 1INV. = 905.0015" APRONWITH RIP RAP21' - 15" RCP@ 0.33%> >>>>>>>>>>>>>>>>>>>>>>>>>>>CB 2RIM = 919.8INV. = 914.10INV. = 915.00 DT48" IDR-2560EA (BEEHIVE)MH 106RIM = 920.8INV. = 910.20 (EXISTING - FIELDVERIFY)INV. = 913.70 W48" IDR-1642CONSTRUCT STRUCTURE OVEREXISTING PIPE. PROVIDE FLEXIBLEJOINT AT PIPE CONNECTIONS.71' - 12" PVC@ 0.56%CB 4ARIM = 927.7INV. = 919.30 NINV. = 922.97 EINV. = 925.30 FD (2)12" PVC STRUCTURE WITHAN 8" LD STANDARD GRATESB 1INV. = 919.0012" APRONWITH RIP RAP36' - 12" RCP@ 0.83%60' - 8" PVC@ 0.80%CB 4CRIM = 927.8INV. = 923.90INV. = 925.30 FD (2)8" PVC STRUCTURELD STANDARD GRATECB 3RIM = 919.8INV. = 913.20INV. = 915.00 DT48" IDR-2560EA (BEEHIVE)FES 3INV. = 913.0012" APRONWITH RIP RAP27' - 12" RCP@ 0.74%>>>>>>>>>>>>>>>>>>>>>>CB 5ERIM = 927.8INV. = 923.6 NE/SINV. = 925.30 FD (1)12" PVC STRUCTUREWITH AN 8" LDSTANDARD GRATE65' - 8" PVC@ 0.92%CB 5BRIM = 927.9INV. = 923.30INV. = 925.4 FD (2)8" PVC STRUCTURELD STANDARD GRATE>>>> >> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>INV. 6" DT = 924.55> > > > > > > > > > > > > > > > > > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>CB 5DRIM = 927.9INV. = 924.00INV. = 925.40 FD (2)8" PVC STRUCTURELD STANDARD GRATEINV. = 924.00.CAP END OF 12"PERFORATED PVCINV. = 923.70WYE CONNECTIONINV. = 923.35WYE CONNECTIONINV. = 924.00.CAP END OF 12"PERFORATED PVC.WYE CONNECTIONINV. = 923.80WYE CONNECTIONINV. = 923.44WYE CONNECTION6"DT6"DT6"DT6"DT6"DT6"DT6"DT6"DT>>>>>>MH 103RIM = 928.0INV. = 918.16 SINV. = 919.38 NW/N//E60" IDR-16428' - 15" PVC@ 0.33%INV. = 918.13>>>>>>>>69' - 15" RCP@ 0.33%MH 102RIM = 928.1INV. = 919.1548" IDR-164264' - 15" RCP@ 0.33%>>FES 2INV. = 905.0015" APRONWITH RIP RAP18' - 15" RCP@ 0.33%8' - 24" RCP@ 0.00%OCS 1RIM = 925.8CONNECT DT ON DOWNSTREAMSIDE OF WEIR WALLINV. = 916.38>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>INV. (3) =913.8840.00'40.00'40.00'40.10'INV. =913.70PROTECT EXISTING UTILITYPOLE. CONTRACTOR TODESIGN AND PROVIDESHORING.PROTECT EXISTING UTILITYPOLE. CONTRACTOR TODESIGN AND PROVIDESHORING.INV. = 922.75INV. = 922.75>>>>>>>>>>INV. = 915.75INV. = 915.75INV. = 915.75INV. = 915.75INV. = 915.75>>>>>>>>>>PROPOSED YARD HYDRANT WITH 1"COPPER SERVICE. REFER TOSPECIFICATIONS. CONNECT 4" PVCDRAIN TO CB 4E @ INV. = 924.901" WS1" WSCONNECT TO EXISTING 2"COPPER WATER SERVICEINV. = 920.20185' - 12" PVC@ 0.44%>>>>>>CB 5FRIM = 927.8INV. = 924.10INV. = 925.30 FD (2)8" PVC STRUCTURELD STANDARD GRATECB 4BRIM = 927.9INV. = 923.40INV. = 925.40 FD (1)12" PVC STRUCTURE WITHAN 8" LD STANDARD GRATE53' - 8" PVC@ 0.94%55' - 8" PVC@ 0.91%53' - 8" PVC@ 0.80%CONNECT TO 2" OUTLET WITHA 2" PVC ON EXTERIOR WALLOF STEEPLE CHASE. OUTLETINVERT FROM STEEPLE CHASEIS APPROXIMATELY 926.30.CONNECT 2" PVCFROM STEEPLECHASE TO 15" PERFPVC @ INV = 921.2516C2.117C2.116C2.117C2.116C2.117C2.111C2.212C2.211C2.212C2.211C2.212C2.211C2.211C2.211C2.211C2.211C2.218C2.119C2.112C2.112C2.112C2.112C2.112C2.112C2.14C2.24C2.24C2.21C2.213C2.2>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>13C2.113C2.113C2.113C2.113C2.113C2.113C2.18C2.19C2.114C2.114C2.114C2.114C2.114C2.114C2.114C2.114C2.115C2.115C2.115C2.115C2.115C2.115C2.115C2.115C2.115C2.110C2.210C2.210C2.210C2.210C2.212C2.110C2.210C2.21C2.2CB 5CRIM = 927.9INV. = 923.80INV. = 925.40 FD (2)12" PVC STRUCTURE WITHAN 8" LD STANDARD GRATECB 5ARIM = 927.9INV. = 919.00 NWINV. = 923.00 SW/NEINV. = 925.40 FD (2)12" PVC STRUCTURE WITHAN 8" LD STANDARD GRATE36' - 8" PVC@ 0.83%23' - 8" PVC@ 0.87%CENTER LINEOF FIELDWORK SHOWN ON THEINSIDE OF THIS DASHEDLINE (MULTIPURPOSESYNTHETIC FIELD) IS BYALTERNATE #1WORK SHOWN ON THEINSIDE OF THIS DASHEDLINE (MULTIPURPOSESYNTHETIC FIELD) IS BYALTERNATE #145.50'40.00'160.00'61.00'23.00'27.50'12C2.2START TDEND TDSTART TDEND TDEND TDSTART TDSLOPE = 0.34%SLOPE = 0.44%SLOPE = 0.62%SLOPE = 0.71%SLOPE = 0.27%SLOPE = 0.34%SLOPE = 0.50%SLOPE = 0.55%INV. = 922.20>> >>12C2.112C2.1INV. = 915.75INSTALL CLEANOUTADJACENT TO BUT NOT INTHE BITUMINOUS WALKllllllllllllllllllll l l l1" RISER WITH BLINDFLANGE8C2.11" RISER WITH BLINDFLANGEWS PIPE FROM HERE TO THECURB STOP NEAR THE YARDHYDRANT MAY BE INSTALLEDAT 2'-3' BURY DEPTHMH 107BRIM = 924.0INV. = 916.00 NWINV. = 918.80 SE48" IDR-1642>>>>13C2.1>>>>>>>>>>>>13C2.138' - 12" PVC@ 0.53%45' - 12" RCP@ 0.44%CB (EXISTING)RIM = 903.8INV. = 900.80 (EXISTING -FIELD VERIFY)CONNECT TO EXISTINGSTRUCTURE. PROVIDEFLEXIBLE JOINT AT PIPECONNECTIONS.MH 108RIM = 918.9INV. = 905.07 WINV. = 915.70 E48" IDR-1642PROTECT EXISTING KEYSTONEWALL, STAIRS, ETC.CONTRACTOR TO DESIGN ANDPROVIDE SHORING.46' - 15" RCP@ 0.43%MH 109RIM = 918.2INV. = 905.06 WINV. = 913.40 E48" IDR-164251' - 15" RCP@ 0.39%1" WS1" WS1" WS1" WS >>>>>>13C2.1CB 4DRIM = 927.9INV. = 924.208" PVC STRUCTURELD STANDARD GRATE>>>>>>>>>>>>35' - 8" PVC@ 0.86%60' - 8" PVC@ 0.83%CB 4ERIM = 927.9INV. = 924.70INV. = 924.90 (YARD HYDRANT DRAIN)8" PVC STRUCTURE LD STANDARDGRATESB 2INV. = 919.0012" APRONWITH RIP RAP18C2.119C2.129' - 12" RCP@ 0.69%CB 6ARIM = 927.8INV. = 919.20 EINV. = 924.00 N12" PVC STRUCTURE WITHAN 8" LD STANDARD GRATECB 6BRIM = 927.9INV. = 924.508" PVC STRUCTURE LDSTANDARD GRATE58' - 8" PVC@ 0.86%24' - 12" RCP@ 0.83%MH 107ARIM = 916.0INV. = 901.00 NWINV. = 915.80 SE48" IDR-1642ATHLETIC IMPROVEMENTSBETHEL UNIVERSITY3900 Bethel DrSt Paul, MN 551123003/17/2021CITY 02/16/2021CITY RESUBMIT 03/24/2021UTILITY PLANFEETSCALE03060HORZ.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