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PROPOSED BUILDING ADDITION 'B' <br />PROPOSED BUILDING <br />ADDITION 'F' <br />PROPOSED BUILDING ADDITION 'G' <br />F.F.E. = 927.4 / ARCH. 100'-0" <br />F.F.E. = 927.4 / ARCH. 100'-0" <br />F.F.E. = 916.86 / ARCH. 89'-512" <br />SOUTH PARKING <br />(6 BUS STALLS) <br />5 <br />C2.11 <br />5 <br />C2.11 <br />6 <br />C2.11 <br />6 <br />C2.11 <br />6 <br />C2.11 <br />7 <br />C2.11 <br />MATCH EXISTING GRADES FOR <br />RESTORATION WORK OUTSIDE <br />OF GRADING LIMITS (TYPICAL) <br />MATCH EXISTING GRADES FOR <br />RESTORATION WORK OUTSIDE <br />OF GRADING LIMITS (TYPICAL) <br />MATCH EXISTING GRADES FOR <br />RESTORATION WORK OUTSIDE <br />OF GRADING LIMITS (TYPICAL) <br />26.9 <br />26.9 <br />26.8 <br />27.4 ME <br />26.9 <br />26.9 <br />27.427.427.427.427.4 <br />27.427.4 <br />27.3 ME <br />27.427.427.427.4 <br />26.9 <br />26.9 <br />26.926.9 <br />27.427.427.427.4 <br />26.9 <br />27.1923 <br />923924 <br />23.4 <br />9 <br />2 <br />4 <br />924 <br />925925 <br />925 <br />925925925925 <br />925 <br />926926926926926 25.6 <br />25.2 <br />25.7 <br />26.4 <br />23.0 <br />24.4 <br />24.9 <br />26.8 <br />26.8 <br />26.1 <br />25.6 <br />26.0 <br />25.425.6 <br />25.1 <br />24.0 <br />24.8 <br />24.8 <br />24.4 <br />26.9 <br />25.0 <br />25.4 <br />25.9 <br />25.9 <br />26.6 <br />26.7 <br />926 <br />92624.4 <br />25.2 <br />23.3 <br />23.7 <br />926 <br />926927 <br />927 <br />92 <br />7927 <br />927 <br />927 <br />26.2 <br />26.1 <br />25.8 <br />25.7 <br />25.1 <br />25.5 <br />24.6 <br />22.2 <br />22.4 <br />23.2 <br />24.1 <br />23.5 <br />24.2 <br />24.7 <br />24.4 <br />24.0 <br />24.5 <br />26.5 <br />26.4 <br />91 <br />7 <br />918918 <br />919920 <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 />17.5 <br />17.1 <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 />17.0 <br />17.7 <br />22.4 <br />22.5 <br />22.7 <br />22.6 <br />27.2 <br />27.4 <br />26.8 <br />26.0 <br />26.1 <br />26.5 <br />25.8 <br />23.0 ME <br />22.7 ME <br />27.427.427.4 <br />27.3 <br />26.9 <br />27.2 <br />26.9 <br />26.9 <br />26.7 ME <br />26.9 <br />26.8 ME <br />25.5 ME <br />25.0 <br />26.2 <br />26.6 <br />27.2 <br />26.8 <br />25.5 <br />25.8 <br />24.7 <br />25.3 ME <br />23.2 <br />25.2 ME <br />22.9 <br />17.0 ME <br />17.517.5 <br />16.9 16.9 <br />17.5 <br />21.417.4 <br />17.9 <br />25.2 <br />25.5 <br />18.5 <br />18.2 ME <br />18.2 ME <br />19.4 ME <br />16.4 <br />17.7 <br />17.5 <br />18.2 <br />17.1 <br />16.8 <br />16.7 <br />18.2 <br />26.6 ME25.7 ME <br />25.6 ME <br />25.2 ME <br />23.8 <br />24.6 <br />25.9 <br />14.2 ME <br />20.2 ME <br />23.8 ME <br />17.5 ME <br />16.3 ME <br />15.5 ME <br />15.5 ME <br />16.6 ME <br />23.5 ME <br />23.8 ME <br />24.2 ME <br />23.3 ME <br />19.7 ME <br />10.9 ME <br />13.1 ME <br />22.7 ME <br />23.3 ME <br />24.8 ME <br />25.4 ME <br />25.3 ME <br />24.5 ME <br />23.5 ME <br />23.2 ME <br />22.8 ME <br />23.3 ME <br />23.9 ME <br />24.7 ME <br />28.5 ME <br />27.1 ME <br />25.0 ME <br />25.0 ME <br />24.5 ME <br />24.1 ME <br />22.4 ME <br />21.8 ME <br />21.5 ME <br />20.3 ME <br />21.6 ME <br />26.1 <br />26.2 ME <br />26.9 ME <br />26.8 ME <br />25.9 ME <br />25.9 ME <br />25.6 <br />25.8 <br />26.1 <br />27.5 <br />26.9 <br />25.3 <br />25.8 <br />26.6 <br />25.9 <br />25.3 <br />26.0 <br />26.3 <br />25.6 <br />26.0 <br />25.7 <br />24.9 <br />27.2 ME <br />25.9 <br />26.5 ME <br />25.7 ME <br />25.4 ME <br />24.7 ME <br />25.2 ME <br />30.6 ME <br />32.0 ME <br />30.4 ME <br />29.8 ME <br />29.6 ME <br />29.5 ME <br />29.4 ME <br />29.1 ME <br />26.6 <br />27.1 <br />27.2 <br />27.1 <br />26.4 <br />25.9 <br />26.3 <br />26.1 <br />25.4 <br />23.8 <br />23.4 <br />20.0 <br />21.7 <br />23.8 <br />31.5 <br />28.8 <br />32.6 <br />32.1 <br />26.0 <br />27.1 <br />24.6 <br />27.0 <br />18.0 <br />17.8 <br />19.1 <br />21.6 <br />09.6 <br />98.683.7 <br />30.6 <br />25.7 <br />27.2 ME <br />26.7 <br />26.7 ME <br />26.5 ME <br />25.4 <br />LEGEND <br />NOTES: <br />1.REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, FOR GENERAL NOTES. <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 />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 />C1.33 <br />1" = 30' <br />DAR <br />MET <br />02/06/2019 <br />172270 <br />40180 02/06/2019 <br />DAVID A. REY <br />SOUTHPLANDRAINAGEGRADING AND <br />REFERENCE KEY TO SITE DETAILS <br /> DETAIL I.D NUMBER (TOP) <br /> DETAIL SHEET NUMBER (BOTTOM) <br />EXISTING CONTOUR <br />EXISTING SPOT ELEVATION <br />PROPOSED CONTOUR <br />PROPOSED SPOT ELEVATION <br />ME = MATCH EXISTING <br />EOF = EMERGENCY OVERFLOW <br />PROPOSED GRADING LIMITS <br />PROPOSED SAND SUBBASE AT FROST FOOTED STOOPS <br />APPROXIMATE SOIL BORING LOCATION <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 />PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS <br />PROPERTY LINE <br />1.)Top of top nut of fire hydrant, approx. 115 feet north of door #2, north of school <br />Elevation = 920.79 feet <br />2.)Top of top nut of fire hydrant, west of southerly building corner <br />Elevation = 927.71 feet <br />3.)Top of top nut of fire hydrant, north of Lake Valentine Rd., west of west entrance to bus garage <br />Elevation = 918.17 feet <br />BENCHMARKS (FIELD VERIFY BEFORE USING)