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115' - 6" PVC @ 1.88% <br />198' - 6"PVC @ 2.08% <br />MH 1 (EXISTING) <br />RIM = 912.2 <br />INV. = 901.3 <br />INV. = 901.50 SW <br />48" ID <br />R-1642 <br />CORE DRILL CONNECTION TO <br />EXISTING STRUCTURE - PROVIDE <br />RUBBER BOOT AT CONNECTION <br />MH 2 <br />RIM = 915.1 <br />INV. = 903.58 <br />48" ID <br />R-1642 <br />MH 3 <br />RIM = 919.0 <br />INV. = 907.70 <br />48" ID <br />R-1642 <br />MH 4 <br />RIM = 921.7 <br />INV. = 909.30 <br />48" ID <br />R-1642 <br />MH 5 <br />RIM = 928.8 <br />INV. = 911.69 <br />48" ID <br />R-1642 <br />MH 6 <br />RIM = 932.6 <br />INV. = 914.03 NE / SW <br />INV. = 914.28 NW <br />48" ID <br />R-1642 <br />100' - 6" PVC @ 2.08% <br />77' - 6" PVC @ 2.08% <br />119' - 6" PVC @ 2.00% <br />BUS PARKING <br />(29 BUS STALLS) <br />PROPOSED BUILDING ADDITION 'B' <br />PROPOSED BUILDING ADDITION 'G' <br />F.F.E. = 927.4 / ARCH. 100'-0" <br />F.F.E. = 916.86 / ARCH. 89'-512" <br />EAST PARKING <br />(174 STALLS) <br />WEST PARKING <br />(8 BUS STALLS) <br />SOUTH PARKING <br />(6 BUS STALLS) <br />ACCESSIBLE PARKING <br />(16 STALLS) <br />CONNECT TO EXISTING <br />8" WM AND 8" GV <br />CONNECT TO EXISTING <br />8" WM AND 8" GV <br />BS 1 <br />INV. = 908.74 / MECH. 81'-4" <br />16 DFUs <br />83' - 6" PVC @ 2.08% <br />50' - 4" PVC @ 2.08% <br />5. <br />0 <br />0 <br />' <br /> <br />( <br />T <br />Y <br />P <br />I <br />C <br />A <br />L <br />)28.06'18.69'BD 10 (EXISTING) <br />26,455 S.F. <br />BD 2 (EXISTING) <br />11,320 S.F. <br />BD 3 (EXISTING) <br />5,155 S.F. <br />BD 6 (EXISTING) <br />7,729 S.F. <br />BD 9 (EXISTING) <br />12,610 S.F. <br />MH 116 <br />RIM = 913.2 <br />INV. = 906.65 N <br />INV. = 906.65 S <br />INV. = 906.77 SE <br />48" ID <br />R-1642 <br />OCS 1 <br />RIM = 911.50 <br />INV. = 907.30 <br />INV. = 907.50 DT (2) <br />48" ID <br />SEE DETAIL <br />CB 2 <br />RIM = 916.0 <br />INV. = 905.67 N <br />INV. = 906.22 S <br />INV. = 911.20 W <br />INV. = 913.00 FD (3) <br />72" ID <br />R-3067-V <br />CB 1 <br />RIM = 915.1 <br />INV. = 904.60 N <br />INV. = 905.05 S <br />INV. = 912.10 FD (2) <br />84" ID <br />R-3067-V <br />MH 109 <br />RIM = 918.2 <br />INV. = 911.60 <br />INV. = 912.00 DT <br />48" ID <br />R-1642 <br />PROVIDE BACK WATER <br />VALVE AT DT CONNECTION <br />MH 110 <br />RIM = 919.5 <br />INV. = 911.80 E <br />INV. = 911.97 S <br />48" ID <br />R-1642 <br />BD 1 (10" STORM) <br />INV. = 912.07 = MECH 84'-8" <br />15,695 S.F. <br />CB 3 <br />RIM = 917.5 <br />INV. = 906.49 N/S <br />INV. = 912.30 E (EXISTING - FIELD VERIFY) <br />INV. = 914.50 FD (3) <br />72" ID <br />R-2501-C <br />CONSTRUCT STRUCTURE OVER <br />EXISTING STORM SEWER. PROVIDE <br />FLEXIBLE JOINTS AT CONNECTIONS <br />MH 102 <br />RIM = 920.0 <br />INV. = 906.92 NE/SE <br />INV. = 915.90 SW (EXISTING - FIELD VERIFY) <br />72" ID <br />R-1642 <br />CONSTRUCT STRUCTURE OVER EXISTING <br />STORM SEWER. PROVIDE FLEXIBLE <br />JOINTS AT CONNECTIONS <br />MH 103 <br />RIM = 923.8 <br />INV. = 907.33 N <br />72" ID <br />R-1642 <br />CB 4 <br />RIM = 923.8 <br />INV. = 907.76 <br />INV. = 920.80 FD (2) <br />72" ID <br />R-2501MH 104 <br />RIM = 924.5 <br />INV. = 908.02 NE/SW <br />INV. = 919.50 NW (EXISTING - FIELD VERIFY) <br />72" ID <br />R-1642 <br />CONSTRUCT STRUCTURE OVER EXISTING <br />STORM SEWER. PROVIDE FLEXIBLE JOINTS <br />AT CONNECTIONS <br />11 <br />6.6 <br />W <br />NE <br />SE <br />ID <br />42 <br />BD 4 (16" STORM) <br />INV. = 922.57 = MECH 95'-2" <br />BD 5 (EXISTING 10" STORM) <br />INV. = 919.40 = MECH 92'-0" (EXISTING - FIELD VERIFY) <br />27,350 S.F. <br />H 112 <br />IM = 925.8 <br />NV. = 919.20 NE (EXISTING - FIELD VERIFY) <br />NV. = 919.20 SW <br />8" ID <br />-1642 <br />ONSTRUCT STRUCTURE OVER EXISTING <br />TORM SEWER PIPE - PROVIDE FLEXIBLE <br />OINT AT CONNECTIONS <br />113' - 30" RCP @ 0.38% <br />95' - 30" RCP @ 0.43% <br />59' - 30" RCP @ 0.44% <br />68' - 30" RCP @ 0.40% <br />26' - 12" PVC @ 0.77% <br />114' - 30" PVC @ 0.38% <br />124' - 30" RCP <br />@ 0.50% <br />70' - 12" PVC <br />@ 0.57% <br />18' - 12" RCP <br />@ 2.95% <br />REPLACE EXISTING TOP SLAB AND CASTING <br />WITH NEW TOP SLAB AND R-3067-V CASTING <br />STORMWATER TRENCH <br />AND PRETREATMENT <br />STRUCTURE. <br />INLET INV. = 913.30 <br />4 <br />C2.12 <br />13' - 12" PVC @ 0.77%5.00'5. <br />0 <br />0 <br />'2.08'8. <br />0 <br />6 <br />' <br />34.55'5.00'CONNECT TO <br />EXISTING 8" WM <br />AND 8" GV8" WMHYD 3 & 6" GV <br />CONNECT TO EXISTING <br />8" WM AND 8" GV <br />CONNECT TO EXISTING <br />8" WM AND 8" GV <br />45° BEND <br />45° BEND <br />45° BEND <br />8x6 TEE <br />11 <br />C2.11 <br />11 <br />C2.11 <br />11 <br />C2.11 <br />11 <br />C2.11 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />10 <br />C2.11 <br />FILTRATION AREA 7BP <br />BOTTOM = 911.00 <br />SURFACE AREA = 6,140 S.F. <br />HWL = 912.50 <br />O.E. = 911.50 <br />EOF = 911.90 <br />13 <br />C2.11 <br />14 <br />C2.11 <br />ADJUST HYDRANT TO FINISH GRADE <br />ADJUST GATE VALVE TO FINISH GRADE <br />ADJUST GATE VALVE TO FINISH GRADE <br />11 <br />C2.15 <br />12 <br />C2.11 <br />6" DT @ INV. = 904.50 (TYPICAL) <br />12 <br />C2.11 <br />10' MIN. <br />1 <br />12 <br />C2.11 <br />PIPE SHALL BE SOLID PVC <br />UNTIL MIN. 10' FROM WM <br />5 <br />C2.11 <br />ADJUST RIM TO FINISH GRADE. <br />RECONSTRUCT STRUCTURE AS REQUIRED. <br />10' MI <br />N. <br />1 <br />0 <br />' <br /> <br />M <br />I <br />N <br />. <br />5. <br />0 <br />0 <br />' <br /> <br />( <br />T <br />Y <br />P <br />I <br />C <br />A <br />L <br />) <br />CB 10 <br />RIM = 916.9 <br />INV. = 912.07 <br />30" PVC STRUCTURE <br />H-20 PEDESTRIAN GRATE <br />CB 11 <br />RIM = 916.9 <br />INV. = 912.20 <br />30" PVC STRUCTURE <br />H-20 PEDESTRIAN GRATE <br />24' - 8" PVC <br />@ 1.00% <br />BS 2 <br />INV. = 916.01 / MECH. 88'-7.25" <br />16 DFUs <br />913 <br />9 <br />1 <br />1 <br />911 911 <br />9129 <br />1 <br />2 <br />913 <br />27.4 ME <br />26.9 <br />26.9 <br />27.427.427.427.427.4 <br />27.3 ME <br />9 <br />1 <br />3 <br />27.1 <br />925 <br />6 <br />7 <br />914 <br />9 <br />1 <br />4 <br />914 <br />915915915 <br />9 <br />1 <br />6 <br />9 <br />1 <br />6 <br />917 <br />91 <br />7 <br />91 <br />7 <br />917918918 <br />919920 <br />17.5 ME <br />18.7 ME <br />19.1 ME <br />18.7 ME <br />18.4 ME <br />18.4 ME20.9 ME 18.9 ME <br />18.3 <br />17.8 <br />18.018.018.0 <br />18.0 <br />906 <br />907 <br />911 <br />912 <br />9 <br />1 <br />2 <br />913 <br />914 13.8 <br />13.7 13.5 <br />13.4 13.2 <br />13.1 12.9 <br />11.8 <br />11.2 ME <br />11.7 ME12.3 ME <br />07.4 ME <br />07.3 ME <br />07.6 ME <br />12.9 ME <br />17.5 <br />17.1 <br />15.5 <br />14.7 ME <br />17.2 <br />17.1 <br />16.9 <br />16.6 <br />16.8 16.7 <br />15.1 <br />15.3 <br />15.4 <br />13.5 <br />13.3 <br />15.3 <br />15.2 <br />15.6 <br />17.9 <br />17.9 <br />17.7 <br />20.8 <br />20.6 <br />21.4 <br />17.5 <br />16.5 <br />17.8 <br />17.6 <br />17.3 <br />18.0 <br />17.2 <br />16.7 <br />16.0 <br />17.2 <br />16.7 <br />16.8 <br />16.6 <br />15.4 <br />14.1 <br />14.715.7 <br />15.8 <br />17.0 <br />17.7 <br />13.7 <br />13.8 <br />22.4 <br />22.5 <br />22.7 <br />22.6 <br />26.8 <br />23.0 ME <br />22.7 ME <br />19.0 ME <br />18.9 ME <br />18.1 ME <br />18.5 ME <br />17.7 <br />18.0 <br />18.1 <br />15.0 ME <br />15.9 ME <br />16.6 ME <br />17.0 ME <br />12.7 ME 12.6 ME 12.3 ME 11.9 ME <br />11.9 ME <br />14.0 <br />14.0 <br />13.212.813.0 <br />12.2 ME <br />12.2 ME <br />12.3 ME 12.8 ME <br />12.8 ME <br />12.4 ME <br />12.4 <br />12.4 <br />12.4 <br />12.4 <br />12.4 <br />12.4 <br />12.6 ME <br />12.6 ME <br />13.3 ME <br />13.7 ME <br />13.8 ME <br />13.7 ME <br />13.3 ME <br />14.0 <br />13.8 <br />13.6 <br />13.8 <br />14.0 <br />13.8 <br />14.1 <br />13.9 <br />14.2 <br />14.0 ME <br />14.8 <br />14.1 <br />13.9 ME <br />17.0 ME <br />915 <br />91 <br />6 14.7 ME <br />15.9 ME <br />15.6 ME <br />16.1 ME <br />15.7 ME <br />15.7 <br />15.9 14.9 <br />14.8 <br />20.5 ME <br />11.8 <br />11.9 <br />11.7 ME <br />12.7 ME <br />13.6 ME <br />14.3 ME <br />14.2 ME <br />13.8 ME <br />13.3 ME <br />12.5 ME <br />12.6 ME <br />13.3 <br />13.8 <br />14.2 <br />13.8 <br />13.9 ME <br />13.6 <br />12.7 <br />17.517.5 <br />16.9 16.9 <br />17.217.5 <br />21.421.2 <br />17.4 <br />17.9 <br />18.5 <br />15.4 <br />15.7 <br />15.4 <br />15.1 <br />11.0 <br />11.0 <br />11.0 <br />11.0 <br />11.0 <br />11.0 <br />11.0 <br />11.0 <br />11.0 <br />11.0 <br />11.0 <br />11.0 <br />11.0 <br />11.0 <br />11.0 <br />11.0 <br />11.0 <br />11.0 <br />11.0 <br />11.0 <br />14.5 ME 14.5 ME <br />14.5 ME <br />14.8 ME <br />14.9 ME <br />14.5 ME14.5 ME <br />14.6 ME <br />17.2 ME <br />17.5 ME <br />16.6 ME <br />15.1 ME <br />17.4 ME <br />17.5 ME <br />18.2 ME <br />18.2 ME <br />19.4 ME <br />16.4 <br />16.6 ME <br />16.2 ME <br />15.8 ME <br />15.6 ME <br />15.2 ME <br />15.3 ME <br />15.9 <br />16.0 <br />16.3 <br />16.5 <br />16.9 <br />17.3 <br />17.7 <br />17.5 <br />18.2 <br />17.1 <br />16.8 <br />16.7 <br />18.2 <br />ME <br />6 <br />E <br />26.5 ME <br />25.7 ME <br />25.4 ME <br />24.7 ME <br />25.2 ME <br />30.6 ME25 4 <br />12.0 ME12.2 ME <br />12.1 ME12.5 ME <br />12.2 <br />12.3 <br />12.1 <br />12.2 12.3 <br />12.2 <br />12.8 <br />12.7 12.7 <br />12.6 <br />12.4 <br />12.1 <br />12.3 <br />12.4 <br />12.3 <br />11.6 <br />11.2 <br />11.1 <br />09.0 ME <br />09.4 ME <br />09.8 ME <br />09.1 ME <br />13.1 ME <br />13.2 ME 13.3 <br />13.2 12.6 ME <br />12.6 ME <br />20.0 <br />21.7 <br />23.8 <br />31.5 <br />28.8 <br />32.627.1 <br />24.6 <br />15.1 ME <br />16.0 <br />15.4 <br />15.6 ME <br />11.9 EOF <br />18.0 <br />17.8 <br />19.1 <br />18.3 <br />19.5 <br />13.4 ME <br />12.9 ME <br />17.7 <br />17.2 <br />15.7 <br />16.9 <br />15.5 <br />15.2 <br />15.4 <br />16.8 <br />16.7 <br />7 <br />27.2 ME <br />17.917.9 <br />R-1642 <br />136' - 33" RCP <br />@ 0.40% <br />32' - 12" PVC @ 1.14% <br />MH 115 <br />RIM = 912.0 <br />INV. = 904.50 N <br />INV. = 906.18 SW (EXISTING - FIELD VERIFY) <br />48" ID <br />R-1642 <br />HYD 4 <br />CONNECT TO EXISTING HYDRANT LEAD <br />FOLLOWING HYDRANT REMOVAL <br />LEGEND <br />1. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, FOR GENERAL NOTES. <br />2.ALL WATERMAIN PIPE SHALL BE DIP, CLASS 52. ALL WATERMAIN SHALL HAVE MINIMUM 8'-0" <br />BURY (TOP OF PIPE TO FINISH GRADE). DIP SHALL BE ENCASED WITH POLYETHYLENE FILM <br />CONFORMING TO ASTM D 1248-889. <br />3. ALL SANITARY SEWER PIPE SHALL BE PVC PIPE (ASTM D 3034, SDR 26), UNLESS OTHERWISE <br />NOTED. SANITARY SEWER INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321. <br />4. ALL STORM SEWER PIPE SHALL BE RCP, CLASS III (MIN.), WITH FLEXIBLE WATERTIGHT JOINTS <br />IN ACCORDANCE WITH ASTM C-361 OR PVC PIPE (ASTM D3034, SDR 35) INSTALLED IN <br />ACCORDANCE WITH ASTM D2321, UNLESS OTHERWISE NOTED. <br />5. FLEXIBLE JOINTS AT STORM SEWER PIPE CONNECTIONS TO STRUCTURES: <br />a. IN ACCORDANCE WITH MINNESOTA PLUMBING CODE, PROVIDE FLEXIBLE JOINTS AT ALL <br />PIPE CONNECTIONS TO ALL STORM SEWER STRUCTURES. <br />b. ACCEPTABLE MANUFACTURERS / PRODUCTS: <br />i. FERNCO, “CONCRETE MANHOLE ADAPTORS” OR “LARGE-DIAMETER WATERSTOPS” <br />ii. PRESS-SEAL, WATERSTOP GROUTING RINGS” <br />iii. OR APPROVED EQUAL. <br />6. WATERMAIN SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY MANHOLE, <br />CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHER POTENTIAL SOURCE <br />FOR CONTAMINATION PER MINNESOTA PLUMBING CODE. THIS ISOLATION DISTANCE SHALL BE <br />MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE <br />CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR). <br />7. ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHER <br />POTENTIAL SOURCE FOR CONTAMINATION SHALL BE INSTALLED AT LEAST 10 FEET <br />HORIZONTALLY FROM ANY WATERMAIN PER MINNESOTA PLUMBING CODE. THIS ISOLATION <br />DISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF <br />THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR). <br />8. LOCATE ALL EXISTING UTILITIES, VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALL <br />EXISTING UTILITIES. VERIFY LOCATIONS, SIZES AND ELEVATIONS OF SAME BEFORE BEGINNING <br />CONSTRUCTION. <br />9. PRIOR TO CONSTRUCTION OF PROPOSED BUILDING UTILITY SERVICES (STORM, SANITARY <br />SEWER, WATERMAIN), VERIFY ALL PROPOSED BUILDING UTILITY SERVICE PIPE SIZES, <br />LOCATIONS AND ELEVATIONS WITH MECHANICAL PLANS. COORDINATE CONSTRUCTION AND <br />CONNECTIONS WITH MECHANICAL CONTRACTOR. <br />10. CONTRACTOR SHALL STAKE LIMITS OF WALKS AND CURBING PRIOR TO INSTALLATION OF <br />GATE VALVES, CATCH BASINS AND MANHOLES. GATE VALVE AND MANHOLE LOCATIONS <br />SHALL BE ADJUSTED TO AVOID PLACEMENT OF THESE STRUCTURES IN WALKS AND CURB <br />AND GUTTER. CURB AND GUTTER SHALL BE STAKED TO ALLOW CURB INLET TYPE CATCH <br />BASINS TO BE PROPERLY LOCATED IN LINE WITH CURBING. <br />NOTES <br />LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING <br />ANDERSON - JOHNSON <br />ASSOCIATES, <br />INC. <br />7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427 <br />FAX (763) 544-0531 PH (763) 544-7129 <br />DateRegistration Number <br />Check <br />Drawn <br />Date: <br />Comm <br />I hereby certify that this plan, specification or report was prepared by <br />me or under my direct supervision and that I am a duly Licensed <br />under the laws of the State of <br />Revisions <br />Description Date Num <br />Scale: <br />North <br />501 South Eighth Street <br />Minneapolis, MN 55404 <br />krausanderson.com | 612 332 7281 <br />MOUNDS VIEW <br />HIGH SCHOOL 2019 <br />IMPROVEMENTS <br />1900 Lake Valentine Road <br />ARDEN HILLS, MINNESOTA 55112 <br />4570 VICTORIA STREET N <br />SHOREVIEW, MINNESOTA 55126 <br />ISD #621: MOUNDS VIEW <br />PUBLIC SCHOOLS <br />PROFESSIONAL ENGINEER <br />MINNESOTA <br />C1.42 <br />1" = 30' <br />DAR <br />MET <br />02/06/2019 <br />172270 <br />40180 02/06/2019 <br />DAVID A. REY <br />CENTERPLANUTILITY <br />Addendum #2 02/22/2019 1Addendum #3 02/26/2019 2 <br />REFERENCE KEY TO SITE DETAILS <br /> DETAIL I.D NUMBER (TOP) <br /> DETAIL SHEET NUMBER (BOTTOM) <br />EXISTING CONTOUR <br />PROPOSED CONTOUR <br />PROPOSED SPOT ELEVATION <br />ME = MATCH EXISTING <br />EOF = EMERGENCY OVERFLOW <br />PROPOSED GRADING LIMITS <br />PROPOSED SANITARY SEWER <br />PROPOSED STORM SEWER <br />PROPOSED WATERMAIN <br />PROPOSED DRAINTILE / FINGER DRAIN <br />PROPOSED MANHOLE (MH) <br />PROPOSED CATCH BASIN (CB) <br />PROPOSED FLARED END SECTION (FES) <br />PROPOSED HYDRANT (HYD) <br />PROPOSED GATE VALVE (GV) <br />PROVIDE MINIMUM 18" VERTICAL SEPARATION AT CROSSING - PROVIDE <br />VERTICAL BENDS IN WATERMAIN AS REQUIRED TO ACCOMPLISH. <br />CENTER ONE LENGTH WATERMAIN PIPE ON CROSSING. <br />PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS <br />PROPERTY LINE <br />1 <br />915 <br />15.6 <br />15 <br />C2.11 <br />19 <br />C2.11 <br />20 <br />C2.11 <br />22 <br />C2.11 <br />23 <br />C2.11 <br />17 <br />C2.11 <br />16 <br />C2.11 <br />1 <br />C2.11 <br />5 <br />C2.11 <br />11 <br />C2.11 <br />17B <br />C2.11
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