05-08-19 PC - Laserfiche WebLink

Home Browse Search

923923 924924924925925 925925 925 925925925926926 926926926 926926 926926927927927927 9279279169179179179191891992026.926.926.827.4 ME26.926.927.427.427.427.427.427.427.427.3 ME27.427.427.427.426.926.926.926.927.427.427.427.426.927.123.425.625.225.726.423.024.424.926.826.826.125.626.025.425.625.124.024.824.824.426.925.025.425.925.926.626.724.425.223.323.726.226.125.825.725.125.524.622.222.423.224.123.524.224.724.424.024.526.526.419.1 ME18.7 ME18.4 ME18.4 ME20.9 ME18.9 ME18.317.818.018.018.018.017.517.117.217.116.916.616.816.717.917.917.720.820.621.417.516.517.817.617.318.017.216.716.017.216.716.816.615.417.017.722.422.522.722.627.227.426.826.026.126.525.823.0 ME22.7 ME19.0 ME18.9 ME18.1 ME18.5 ME17.727.427.427.427.326.927.226.926.926.7 ME26.926.8 ME25.5 ME25.026.226.627.226.825.525.824.725.3 ME23.225.2 ME22.918.018.117.0 ME17.917.517.516.916.917.217.521.421.217.417.925.225.518.515.118.2 ME18.2 ME19.4 ME16.417.717.518.217.116.816.718.226.6 ME25.7 ME25.6 ME25.2 ME23.824.625.914.2 ME20.2 ME23.8 ME17.5 ME16.3 ME15.5 ME15.5 ME16.6 ME23.5 ME23.8 ME24.2 ME23.3 ME19.7 ME10.9 ME13.1 ME22.7 ME23.3 ME24.8 ME25.4 ME25.3 ME24.5 ME23.5 ME23.2 ME22.8 ME23.3 ME23.9 ME24.7 ME28.5 ME27.1 ME25.0 ME25.0 ME24.4 ME24.2 ME24.3 ME24.5 ME24.1 ME22.4 ME21.8 ME21.5 ME20.3 ME21.6 ME26.126.2 ME26.9 ME26.8 ME25.9 ME25.9 ME25.625.826.127.526.925.325.826.625.925.326.026.325.626.025.724.927.2 ME25.926.5 ME25.7 ME25.4 ME24.7 ME25.2 ME30.6 ME32.0 ME30.4 ME29.8 ME29.6 ME29.5 ME29.4 ME29.1 ME26.627.127.227.126.425.926.326.125.423.823.420.021.723.831.528.832.632.126.027.124.627.018.017.819.118.319.517.717.216.916.816.717.930.625.727.2 ME26.726.7 ME26.5 ME25.4115' - 6" PVC @ 2.04%198' - 6"PVC @ 2.08%INV. 903.5848" IDR-1642MH 3RIM = 919.0INV. = 907.7048" IDR-1642MH 4RIM = 921.7INV. = 909.3048" IDR-1642MH 5RIM = 928.8INV. = 911.6948" IDR-1642MH 6RIM = 932.6INV. = 914.03 NE / SWINV. = 914.28 NW48" IDR-1642MH 7RIM = 932.1INV. = 916.1448" IDR-1642MH 8RIM = 930.6INV. = 917.6648" IDR-1642BS 2INV. = 918.82 / MECH. 91'-5"76 DFUs81' - 6" PVC @ 1.88%112' - 6" PVC @ 1.88%77' - 6" PVC @ 2.08%119' - 6" PVC @ 2.00%PROPOSED BUILDING ADDITION 'B'PROPOSED BUILDINGADDITION 'F'PROPOSED BUILDING ADDITION 'G'F.F.E. = 927.4 / ARCH. 100'-0"F.F.E. = 927.4 / ARCH. 100'-0"F.F.E. = 916.86 / ARCH. 89'-512"SOUTH PARKING(14 BUS STALLS)CONNECT TO EXISTING8" WM AND 8" GVBS 1INV. = 908.74 / MECH. 81'-4"16 DFUs83' - 6" PVC @ 2.08%50' - 4" PVC @ 2.08%61' - 6" PVC @ 1.88%5.00' (TYPICAL)28.06'18.69'5.90'BD 10 (EXISTING)26,455 S.F.BD 2 (EXISTING)11,320 S.F.BD 7 (8" STORM)INV. = 919.40 = MECH 92'-0"5,590 S.F.BD 3 (EXISTING)5,155 S.F.BD 6 (EXISTING)7,729 S.F.CB 6RIM = 923.0INV. = 909.76 SEINV. = 910.01 NWINV. = 920.00 FD (2)72" IDR-3067-VCB 8RIM = 924.6INV. = 914.42 SEINV. = 914.77 NINV. = 918.93 EINV. = 921.60 FD (2)48" IDR-3067-VCB 2RIM = 916.0INV. = 905.67 NINV. = 906.22 SINV. = 911.20 WINV. = 913.00 FD (3)72" IDR-3067-VR 3067 VMH 109RIM = 918.2INV. = 911.60INV. = 912.00 DT48" IDR-1642PROVIDE BACK WATERVALVE AT DT CONNECTIONMH 110RIM = 919.5INV. = 911.80 EINV. = 911.97 S48" IDR-1642BD 1 (10" STORM)INV. = 912.07 = MECH 84'-8"15,695 S.F.CB 3RIM = 917.5INV. = 906.49 N/SINV. = 912.30 E (EXISTING - FIELD VERIINV. = 914.50 FD (3)72" IDR-2501-CCONSTRUCT STRUCTURE OVEREXISTING STORM SEWER. PROVIDEFLEXIBLE JOINTS AT CONNECTIONSMH 102RIM = 920.0INV. = 906.92 NE/SEINV. = 915.90 SW (EXISTING - FIELD VERIFY)72" IDR-1642CONSTRUCT STRUCTURE OVER EXISTINGSTORM SEWER. PROVIDE FLEXIBLEJOINTS AT CONNECTIONSMH 103RIM = 923.8INV. = 907.33 N72" IDR-1642CB 4RIM = 923.8INV. = 907.76INV. = 920.80 FD (2)72" IDR-2501MH 104RIM = 924.5INV. = 908.02 NE/SWINV. = 919.50 NW (EXISTING - FIELD VERIFY)72" IDR-1642CONSTRUCT STRUCTURE OVER EXISTINGSTORM SEWER. PROVIDE FLEXIBLE JOINTSAT CONNECTIONSCB 5RIM = 925.2INV. = 908.58INV. = 921.40 DTINV. = 922.20 FD (2)72" IDR-3067-VPROVIDE BACK WATERVALVE AT DT CONNECTIONCB 9RIM = 922.2INV. = 918.20INV. = 919.20 FD (2)48" IDR-3067-VMH 113RIM = 926.2INV. = 919.3048" IDR-1642MH 111RIM = 926.6INV. = 917.80 SWINV. = 919.00 NEINV. = 922.50 SE48" IDR-1642BD 4 (16" STORM)INV. = 922.57 = MECH 95'-2"62,295 S.F.MH 114RIM = 927.2INV. = 919.3748" IDR-1642BD 5 (EXISTING 10" STORM)INV. = 919.40 = MECH 92'-0" (EXISTING - FIELD VERIFY)27,350 S.F.BD 8INV. = 919.40 = MECH 92'-0"60,000 S.F.MH 112RIM = 925.8INV. = 919.20 NE (EXISTING - FIELD VERIFY)INV. = 919.20 SW48" IDR-1642CONSTRUCT STRUCTURE OVER EXISTINGSTORM SEWER PIPE - PROVIDE FLEXIBLEJOINT AT CONNECTIONS37' - 12" PVC @ 1.00%10' - 12" PVC@ 1.00%3' - 18" PVC @ 1.00%113' - 30" RCP @ 0.38%95' - 30" RCP @ 0.43%143' - 30" PVC @ 0.39%59' - 30" RCP @ 0.44%68' - 30" RCP @ 0.40%26' - 12" PVC @ 0.77%114' - 30" PVC @ 0.38%124' - 30" RCP@ 0.50%70' - 12" PVC@ 0.57%13' - 12" PVC @ 0.77%5.00'5.00'32.08'8.06'34.55'5.00'28.44'5.00'5.00'3.00'HYD 1 & 6" GV8" WMHYD 2 & 6" GV8" WMCONNECT TOEXISTING 8" WMAND 8" GV8" WMCONNECT TO EXISTING8" WM AND 8" GV11.25° BEND22.5° BEND45° BEND6" X 8" TEE45° BEND45° BEND WITH 8x6 REDUCER45° BEND45° BEND8x6 TEEPROVIDE 40' SOLIDPVC TO CB 1411C2.1111C2.1111C2.1111C2.111111111110C2.1110C2.1112C2.1110' MIN.112C2.11PIPE SHALL BE SOLID PVCUNTIL MIN. 10' FROM WM5C2.11ADJUST RIM TO FINISH GRADE.RECONSTRUCT STRUCTURE AS REQUIRED10' MIN.10' MIN.5.00' (TYPICAL)12C2.115C2.115.00' (TYPICAL)12C2.1110' MIN.10' MIN.10' MIN.10' MIN.CB 10RIM = 916.9INV. = 912.0730" PVC STRUCTUREH-20 PEDESTRIAN GRATECB 11RIM = 916.9INV. = 912.2030" PVC STRUCTUREH-20 PEDESTRIAN GRATE24' - 8" PVC@ 0.54%BS 2INV. = 916.01 / MECH. 88'-7.25"388 DFUsMH 105RIM = 925.5INV. = 909.22 NEINV. = 909.27 NW72" IDR-1642MH 106RIM = 925.0INV. = 910.73 SEINV. = 911.43 N48" IDR-1642MH 107RIM = 925.6INV. = 911.77 SEINV. = 913.02 NWINV. = 917.20 E60" IDR-1642MH 108RIM = 927.0INV. = 915.34 SINV. = 917.39 NINV. = 919.26 E48" IDR-1642MH 115RIM = 924.8INV. = 917.79 SINV. = 917.83 W48" IDR-1642160' - 30" PVC @ 0.40%124' - 27" RCP @ 0.40%103' - 24" RCP @ 0.70%41' - 24" RCP @ 0.83%82' - 21" RCP @ 0.41%40' - 18" RCP@ 1.50%CB 7RIM = 924.4INV. = 913.36 SINV. = 913.61 NWINV. = 918.80 NEINV. = 921.40 FD (2)72" IDR-3067-V40' - 18" RCP@ 1.00%146' - 21" RCP @ 0.55%82' - 18" RCP @ 0.70%70' - 12" RCP @ 0.57%65' - 12" RCP @ 0.57%32' - 12" PVC @ 1.14%3' - 18" PVC @ 2.33%11' - 18" PVC @ 1.00%11C2.1111C2.1111C2.1111C2.1111C2.1111C2.1111LEGEND1. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, FOR GENERAL NOTES.2. ALL WATERMAIN PIPE SHALL BE DIP, CLASS 52. ALL WATERMAIN SHALL HAVE MINIMUM 8'-0"BURY (TOP OF PIPE TO FINISH GRADE). DIP SHALL BE ENCASED WITH POLYETHYLENE FILMCONFORMING TO ASTM D 1248-889.3. ALL SANITARY SEWER PIPE SHALL BE PVC PIPE (ASTM D 3034, SDR 26), UNLESS OTHERWISENOTED. SANITARY SEWER INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321.4. 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.5. 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.6. WATERMAIN SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY MANHOLE,CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHER POTENTIAL SOURCEFOR CONTAMINATION PER MINNESOTA PLUMBING CODE. THIS ISOLATION DISTANCE SHALL BEMEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THECONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR).7. 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).8. LOCATE ALL EXISTING UTILITIES, VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALLEXISTING UTILITIES. VERIFY LOCATIONS, SIZES AND ELEVATIONS OF SAME BEFORE BEGINNINGCONSTRUCTION.9. PRIOR TO CONSTRUCTION OF PROPOSED BUILDING UTILITY SERVICES (STORM, SANITARYSEWER, WATERMAIN), VERIFY ALL PROPOSED BUILDING UTILITY SERVICE PIPE SIZES,LOCATIONS AND ELEVATIONS WITH MECHANICAL PLANS. COORDINATE CONSTRUCTION ANDCONNECTIONS WITH MECHANICAL CONTRACTOR.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.NOTESLANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERINGANDERSON - JOHNSONASSOCIATES,INC.7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427FAX (763) 544-0531 PH (763) 544-7129DateRegistration NumberCheckDrawnDate:CommI hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly Licensedunder the laws of the State ofRevisionsDescription Date NumScale:North501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 7281MOUNDS VIEWHIGH SCHOOL 2019IMPROVEMENTS1900 Lake Valentine RoadARDEN HILLS, MINNESOTA 551124570 VICTORIA STREET NSHOREVIEW, MINNESOTA 55126ISD #621: MOUNDS VIEWPUBLIC SCHOOLSPROFESSIONAL ENGINEERMINNESOTAC1.431" = 30'DARMET02/06/20191722704018002/06/2019DAVID A. REYSOUTHPLANUTILITYAddendum #2 02/22/201911Addendum #3 02/26/2019 2REFERENCE KEY TO SITE DETAILS DETAIL I.D NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)EXISTING CONTOURPROPOSED CONTOURPROPOSED SPOT ELEVATIONME = MATCH EXISTINGEOF = EMERGENCY OVERFLOWPROPOSED GRADING LIMITSPROPOSED SANITARY SEWERPROPOSED STORM SEWERPROPOSED WATERMAINPROPOSED DRAINTILE / FINGER DRAINPROPOSED MANHOLE (MH)PROPOSED CATCH BASIN (CB)PROPOSED FLARED END SECTION (FES)PROPOSED HYDRANT (HYD)PROPOSED GATE VALVE (GV)PROVIDE MINIMUM 18" VERTICAL SEPARATION AT CROSSING - PROVIDEVERTICAL BENDS IN WATERMAIN AS REQUIRED TO ACCOMPLISH.CENTER ONE LENGTH WATERMAIN PIPE ON CROSSING.PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANSPROPERTY LINE191515.615C2.1119C2.1120C2.1122C2.1123C2.1117C2.1116C2.111C2.115C2.1111C2.1117BC2.11