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PROPOSED FOOTBALL / <br />LACROSSE FIELD <br />(180' X 360') <br />MATCH EXISTING GRADES FOR <br />RESTORATION WORK OUTSIDE <br />OF GRADING LIMITS (TYPICAL) <br />91 <br />7 <br />91 <br />8 <br />919 <br />920920 <br />921921 <br />922922 <br />923 <br />924 <br />925 <br />926 <br />927 <br />928 <br />929929 <br />930930931931932932 <br />933933933 <br />934 <br />935 <br />30.0 <br />29.6 <br />32.6 <br />33.0 <br />19.6 ME <br />28.3 ME <br />35.9 ME <br />32.6 ME <br />30.6 ME <br />26.6 ME <br />26.6 ME <br />26.6 ME <br />19.6 ME <br />19.6 ME <br />29.6 ME <br />29.5 ME <br />29.2 ME <br />29.0 ME <br />29.3 ME <br />29.5 ME <br />29.1 ME <br />28.9 ME <br />29.8 ME <br />28.8 ME <br />28.5 ME <br />29.7 ME <br />16.6 ME <br />16.2 ME <br />19.7 ME <br />19.7 ME <br />19.7 ME <br />19.3 <br />19.1 <br />18.8 <br />18.4 <br />29.5 ME <br />32.9 ME <br />33.0 ME <br />33.1 ME <br />33.2 ME <br />33.0 ME <br />33.2 ME <br />33.2 ME <br />33.2 ME <br />32.7 ME <br />33.2 ME <br />LEGEND <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 />GENERAL 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 />C1.34 <br />1" = 30' <br />DAR <br />MET <br />02/06/2019 <br />172270 <br />40180 02/06/2019 <br />DAVID A. REY <br />FIELDPLANDRAINAGEGRADING AND <br />1. ALL CONSTRUCTION MUST COMPLY WITH APPLICABLE STATE AND LOCAL ORDINANCES. <br />2. THE CONTRACTOR WILL BE RESPONSIBLE FOR AND SHALL PAY FOR ALL CONSTRUCTION <br />STAKING / LAYOUT. <br />3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL RELATED CONSTRUCTION PERMITS, <br />INCLUDING THE NPDES PERMIT FROM THE MPCA. SUBMIT A COPY OF ALL PERMITS TO THE <br />CITY. <br />4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL SIGNAGE (CONSTRUCTION <br />ZONES) NECESSARY TO CONSTRUCT PROPOSED IMPROVEMENTS. ALL SIGNAGE LAYOUTS <br />MUST BE DESIGNED BY THE CONTRACTOR AND APPROVED BY LOCAL AUTHORITIES. <br />5. INSTALL CONTROL FENCING AND BARRICADING AS NECESSARY TO PROTECT THE PUBLIC. <br />6. INSPECT SITE AND REVIEW SOIL BORINGS TO DETERMINE EXTENT OF WORK AND NATURE OF <br />MATERIALS TO BE HANDLED. <br />7. REFER TO SPECIFICATIONS FOR DEWATERING REQUIREMENTS. <br />8. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. <br />9. REFER TO ARCHITECTURAL PLANS FOR BUILDING AND STOOP DIMENSIONS AND LAYOUT. <br />10. REFER TO THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE, PART OF <br />SECTION 01 89 13, FOR EROSION CONTROL REQUIREMENTS. SECTION 31 00 00 SHALL BE <br />RESPONSIBLE FOR FULL IMPLEMENTATION OF THE SWPPP. <br />11. MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION CAUSED <br />DIRT AND DEBRIS ON A DAILY BASIS. PROTECT DRAINAGE SYSTEMS FROM SEDIMENTATION <br />AS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS. <br />12. MAINTAIN DUST CONTROL DURING GRADING OPERATIONS. <br />13. ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND LOCAL REGULATIONS. <br />14. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING SITE FEATURES <br />(INCLUDING TURF AND VEGETATION) WHICH ARE TO REMAIN. <br />15. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISH GRADE UNLESS <br />OTHERWISE NOTED. <br />16. PROPOSED ELEVATIONS SHOWN TYPICALLY AS 15.1 OR 15 SHALL BE UNDERSTOOD TO MEAN <br />915.1 OR 915. <br />17. SPOT ELEVATIONS SHOWN IN PARKING LOTS, DRIVES AND ROADS INDICATE GUTTER GRADES, <br />UNLESS NOTED OTHERWISE. SPOT ELEVATIONS WITH LABELS OUTSIDE THE BUILDING <br />PERIMETER INDICATE PROPOSED GRADES OUTSIDE THE BUILDING. SPOT ELEVATIONS WITH <br />LABELS INSIDE THE BUILDING PERIMETER INDICATE PROPOSED FINISH FLOOR ELEVATIONS. <br />18. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIES OF CUT, <br />FILL AND WASTE MATERIALS TO BE HANDLED, AND FOR AMOUNT OF GRADING TO BE DONE IN <br />ORDER TO COMPLETELY PERFORM ALL WORK INDICATED ON THE DRAWINGS. IMPORT <br />SUITABLE MATERIAL AND EXPORT UNSUITABLE / EXCESS / WASTE MATERIAL AS REQUIRED. <br />ALL COSTS ASSOCIATED WITH IMPORTING AND EXPORTING MATERIALS SHALL BE INCIDENTAL <br />TO THE CONTRACT. <br />19.NO FINISHED SLOPES SHALL EXCEED 4' HORIZONTAL TO 1' VERTICAL (4:1), UNLESS <br />OTHERWISE NOTED. <br />20. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOT DESIGNATED TO BE <br />PAVED SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SODDED OR SEEDED. <br />21. WHERE NEW SOD MEETS EXISTING SOD, EXISTING SOD EDGE SHALL BE CUT TO ALLOW FOR A <br />CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BE <br />ACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TO <br />ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING. <br />22. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN <br />ACCEPTABLE TURF, THE CONTRACTOR SHALL RE-SOD OR RE-SEED ALL APPLICABLE AREAS, <br />AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER. <br />23. 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 />24. LOCATE ALL EXISTING UTILITIES, VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALL <br />EXISTING UTILITIES. VERIFY LOCATIONS, SIZES AND ELEVATIONS OF SAME BEFORE <br />BEGINNING CONSTRUCTION. <br />25. CONTRACTOR SHALL MAINTAIN DRAINAGE FROM EXISTING BUILDING AT ALL TIMES. PROVIDE <br />TEMPORARY STORM SEWER (INCLUDING, BUT NOT LIMITED TO, CATCH BASINS, MANHOLES, <br />PIPING, ETC.) AS REQUIRED. EXISTING STORM SEWER SHALL NOT BE REMOVED UNTIL <br />TEMPORARY OR PERMANENT STORM SEWER IS INSTALLED AND FUNCTIONAL. COORDINATE <br />ALL REMOVALS WITH APPROPRIATE TRADES (SITE UTILITY CONTRACTOR, MECHANICAL <br />CONTRACTOR, ETC.) AS REQUIRED. <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)