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MH 1 (EXISTING) <br />RIM = 912.2 <br />INV. = 901.3 <br />INV. = 901.50 SW <br />48"ID <br />NORTH PARKING <br />(501 STALLS) <br />ALL WORK, EXCLUDING WALKS, DECORATIVE <br />METAL FENCE, ENTRANCE APRONS, CURB <br />AND GUTTERS, AND ASPHALT 10' NORTH OF <br />PROPERTY LINE BY ALTERNATE #1 <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 />CB 12 <br />RIM = 913.2 <br />INV. = 907.64 <br />48" ID <br />R-3067-V <br />14' - 12" RCP @ 1.00% <br />CONNECT TO EXISTING STRUCTURE AT INV. = 907.50. <br />REPLACE TOP SLAB AND CASTING WITH NEW TOP SLAB <br />AND R-1642 CASTING. RECONSTRUCT AS REQUIRED. <br />ADJUST CASTING TO FINISH GRADE <br />(912.2). RECONSTRUCT UPPER SECTIONS <br />OF MANHOLE AS REQUIRED. <br />ADJUST HYDRANT TO FINISH GRADE <br />ADJUST GATE VALVE TO FINISH GRADE <br />ADJUST GATE VALVE TO FINISH GRADE <br />913904905 <br />906 <br />906 <br />906906 <br />906 <br />907 <br />907 <br />907 <br />907907907 <br />907 <br />908 <br />908 <br />908908908 908908908 <br />908909909909909 <br />909909909910 <br />910 <br />910 <br />911 <br />911911 <br />912 <br />912 <br />913 <br />913 <br />913 <br />914 <br />91 <br />4 <br />91 <br />4 <br />915 <br />15.3 ME <br />15.5 ME <br />14.8 <br />14.7 14.3 <br />14.2 14.1 <br />13.8 <br />13.7 13.5 <br />13.4 13.2 <br />13.1 12.9 <br />12.6 <br />12.9 <br />13.3 <br />13.5 <br />13.9 <br />08.5 <br />05.4 ME <br />07.4 ME <br />07.3 ME <br />07.6 ME <br />08.7 ME <br />09.1 ME <br />09.6 ME <br />08.8 ME <br />08.8 ME <br />07.7 <br />08.8 <br />08.3 <br />07.7 <br />08.2 <br />08.5 <br />07.7 08.4 <br />07.7 <br />08.7 <br />08.7 <br />08.3 <br />07.3 <br />08.1 <br />06.7 <br />08.3 <br />09.8 <br />06.9 <br />08.1 <br />09.1 <br />08.6 <br />09.0 <br />08.9 <br />08.8 <br />08.7 <br />08.2 <br />08.9 <br />08.9 <br />05.0 <br />05.5 <br />05.8 <br />06.7 <br />08.1 <br />12.9 ME <br />13 5 <br />13.3 <br />09.1 ME <br />06.9 <br />07.6 <br />06.3 <br />07.6 <br />08.1 <br />06.7 <br />06.1 <br />07.1 <br />08.5 <br />12.7 ME 12.6 ME 12.3 ME 11.9 ME <br />11.9 ME <br />12.2 ME <br />12 2 ME90 <br />9 <br />9 <br />1 <br />0 911912913 <br />9 <br />1 <br />4 <br />91 <br />5 <br />915 <br />91 <br />6 <br />10.0 ME <br />11.8 ME <br />13.3 ME <br />14.3 ME <br />15.1 ME <br />15.3 ME <br />15.9 ME <br />15.8 ME <br />15.6 ME <br />15.3 ME <br />14.7 ME <br />15.9 ME <br />15.6 ME <br />16.1 ME <br />15.7 ME <br />16.7 ME <br />15.9 ME <br />15.7 ME <br />15.5 ME <br />14.8 ME <br />14.3 ME <br />13.4 ME <br />12.7 ME <br />06.2 ME <br />10.6 ME <br />10.5 ME <br />11.7 <br />12.3 <br />12.5 <br />13.2 <br />13.8 <br />14.1 <br />14.7 <br />14.9 <br />14.8 <br />15.4 <br />15.6 <br />15.1 <br />15.7 <br />15.9 14.9 <br />14.8 <br />20.5 ME <br />20.5 ME <br />13.9 <br />13.7 <br />13.7 <br />13.4 <br />13.1 <br />12.2 <br />12.8 <br />12.6 <br />11.9 <br />12.4 <br />12.3 <br />11.6 <br />10.8 <br />11.4 <br />11.7 <br />11.3 <br />11.4 <br />11.9 <br />11.0 <br />10.7 <br />09.3 <br />08.6 <br />09.8 10.1 <br />09.8 <br />08.8 <br />10.2 <br />10.1 <br />09.8 <br />11.8 <br />11.9 <br />12.4 <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 />12.1 <br />12.3 <br />12.4 <br />08.2 <br />08.9 ME <br />08.9 ME <br />08.9 ME <br />08.7 ME <br />08.8 ME <br />09.0 ME <br />08.9 ME <br />08.7 ME <br />08.6 ME <br />08.5 ME <br />08.7 ME <br />09.1 ME <br />09.3 ME09.4 ME <br />08.7 ME <br />07.4 ME <br />06.5 ME <br />06.1 ME <br />05.4 ME <br />05.7 ME <br />04.6 ME <br />03.7 ME <br />02.0 ME <br />03.7 ME <br />03.8 ME <br />03.4 ME <br />03.2 ME <br />02.9 ME <br />03.5 ME <br />03.8 ME <br />03.4 ME <br />03.6 ME <br />03.6 ME <br />05.8 ME <br />07.3 ME <br />08.1 ME <br />09.7 ME <br />19.1 ME <br />09.6 <br />09.8 <br />08.9 ME <br />09.1 ME <br />09.1 ME <br />08.4 <br />08.8 <br />09.3 ME <br />09.2 ME <br />09.3 ME <br />09.6 ME <br />09.4 ME <br />08.8 ME 08.9 ME <br />09.0 ME <br />07.6 ME <br />08.3 ME <br />08.6 ME <br />08.5 ME <br />07.6 ME <br />08.1 ME <br />09.2 ME <br />09.0 <br />09.2 <br />09.5 <br />08.7 <br />09.7 <br />09.2 <br />05.9 <br />06.5 <br />07.0 <br />06.7 <br />07.2 <br />08.8 <br />08.2 <br />15.0 <br />08.5 <br />06.0 <br />06.9 <br />06.6 <br />06.2 <br />06.2 <br />06.3 <br />06.9 <br />06.8 <br />08.9 <br />08.6 <br />08.3 <br />08.5 <br />08.4 <br />08.4 <br />08.2 <br />08.2 <br />05.3 <br />05.2 <br />05.6 <br />05.6 <br />06.5 <br />05.7 <br />06.5 <br />06.8 <br />09.2 <br />15.7 ME 14.6 <br />14.8 <br />14.5 <br />14.3 ME <br />14.6 ME <br />14.7 ME <br />14.2 <br />08.4 <br />08.2 <br />07.9 <br />08.0 <br />13.1 ME <br />13.2 ME 13.3 <br />13.2 12.6 ME <br />12.6 ME <br />06.1 <br />15.1 ME <br />16.0 <br />15.4 <br />15.6 ME <br />13.4 ME <br />12.9 ME 903903904904904 90456' - 33" RCP <br />@ 0.45% <br />FES 1 <br />INV.= 903.50 <br />33" APRON <br />AND RIP RAP <br />MH 101 <br />RIM = 910.8 <br />INV. = 903.76 NE <br />INV. = 904.06 S <br />84" ID <br />R-1642 <br />136' - 33" RCP <br />@ 0.40% <br />45' - 21" RCP @ 2.22% <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 />FES 2 <br />INV.= 903.50 <br />21" APRON <br />AND RIP RAP <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" BURY (TOP OF PIPE TO FINISH GRADE). DIP SHALL BE <br />ENCASED WITH POLYETHYLENE FILM CONFORMING TO ASTM D 1248-889. <br />3. ALL SANITARY SEWER PIPE SHALL BE PVC PIPE (ASTM D 3034, SDR 26), UNLESS OTHERWISE NOTED. SANITARY SEWER INSTALLATION SHALL BE IN <br />ACCORDANCE WITH ASTM D2321. <br />4. ALL STORM SEWER PIPE SHALL BE RCP, CLASS III (MIN.), WITH FLEXIBLE WATERTIGHT JOINTS IN ACCORDANCE WITH ASTM C-361 OR PVC PIPE (ASTM <br />D3034, SDR 35) INSTALLED IN 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 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, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE <br />OR OTHER POTENTIAL SOURCE FOR CONTAMINATION PER MINNESOTA PLUMBING CODE. THIS ISOLATION DISTANCE SHALL BE MEASURED FROM THE <br />OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR). <br />7. ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHER POTENTIAL SOURCE FOR CONTAMINATION SHALL BE INSTALLED <br />AT LEAST 10 FEET HORIZONTALLY FROM ANY WATERMAIN PER MINNESOTA PLUMBING CODE. THIS ISOLATION DISTANCE SHALL BE MEASURED FROM THE <br />OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF 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 EXISTING UTILITIES. VERIFY LOCATIONS, SIZES AND ELEVATIONS <br />OF SAME BEFORE BEGINNING CONSTRUCTION. <br />9. PRIOR TO CONSTRUCTION OF PROPOSED BUILDING UTILITY SERVICES (STORM, SANITARY SEWER, WATERMAIN), VERIFY ALL PROPOSED BUILDING UTILITY <br />SERVICE PIPE SIZES, LOCATIONS AND ELEVATIONS WITH MECHANICAL PLANS. COORDINATE CONSTRUCTION AND CONNECTIONS WITH MECHANICAL <br />CONTRACTOR. <br />10. CONTRACTOR SHALL STAKE LIMITS OF WALKS AND CURBING PRIOR TO INSTALLATION OF GATE VALVES, CATCH BASINS AND MANHOLES. GATE VALVE <br />AND MANHOLE LOCATIONS SHALL BE ADJUSTED TO AVOID PLACEMENT OF THESE STRUCTURES IN WALKS AND CURB AND GUTTER. CURB AND GUTTER <br />SHALL BE STAKED TO ALLOW CURB INLET TYPE CATCH BASINS TO BE PROPERLY LOCATED IN LINE WITH CURBING. <br />NOTES LEGEND <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 />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 />C1.41 <br />1" = 30' <br />DAR <br />MET <br />02/06/2019 <br />172270 <br />40180 02/06/2019 <br />DAVID A. REY <br />NORTHPLANUTILITY <br />Addendum #2 02/22/2019 1 <br />5 <br />C2.11 <br />11 <br />C2.11 <br />17B <br />C2.11
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