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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 />A <br />A <br />A <br />A <br />A <br />A <br />1 <br />C2.11 <br />1 <br />C2.11 <br />1 <br />C2.11 <br />1 <br />C2.11 <br />3 <br />C2.11 <br />3 <br />C2.11 <br />A <br />PROVIDE AN ADDITIONAL 2 INLET CONTROL DEVICES AT THE <br />2 CATCH BASINS ON THE SOUTH SIDE OF LAKE VALENTINE <br />ROAD APPROXIMATELY 100' AND 200' FROM THIS POINT <br />4 <br />C2.11 <br />A <br />A <br />A <br />A <br />A <br />A <br />1 <br />C2.11 <br />1 <br />C2.11 <br />2 <br />C2.11 <br />A <br />A <br />1 <br />C2.11 <br />1 <br />C2.11 <br />1 <br />C2.11 <br />1 <br />C2.11 <br />1 <br />C2.11 <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 />13 212 813 0 <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 9041. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, FOR GENERAL NOTES. <br />2.REFER TO SWPPP NARRATIVE (SECTION 01 89 13) FOR CONSTRUCTION SEQUENCING AND <br />EROSION CONTROL REQUIREMENTS. <br />3. 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 />4. MAINTAIN DUST CONTROL DURING GRADING OPERATIONS. <br />5. ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND OTHER LOCAL <br />REGULATIONS. <br />6. IF EROSION AND SEDIMENT CONTROL MEASURES TAKEN ARE NOT ADEQUATE AND RESULT IN <br />DOWNSTREAM SEDIMENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING OUT <br />DOWNSTREAM STORM SEWERS AS NECESSARY, INCLUDING ASSOCIATED RESTORATION. <br />7. SEDIMENT CONTROL DEVICE AT STORM SEWER INLETS. AT THE INLETS TO ALL STORM SEWER <br />STRUCTURES, PROVIDE A PRODUCT FROM THE FOLLOWING LIST. ACCEPTABLE PRODUCTS: <br />A.WIMCO TOP SLAB™ MODEL RD 27. <br />B. INFRASAFE® SEDIMENT CONTROL BARRIER, DISTRIBUTED BY ROYAL ENVIRONMENTAL <br />SYSTEMS, INC. SCB'S SHALL BE SIZED SPECIFICALLY FOR THE STRUCTURE AND <br />CASTING SPECIFIED. SCB'S SHALL BE EQUIPPED WITH FRAME AND PERFORATED <br />SHROUD AND SHALL BE WRAPPED ON THE OUTSIDE, COVERING THE PERFORATED WALL <br />ONLY, WITH A GEOTEXTILE SOCK. <br />C.DANDY BAG® OR DANDY BAG II® DISTRIBUTED BY BROCK WHITE COMPANY, ST. PAUL, <br />MN (615) 647-0950. DANDY BAG SHALL BE USED ONLY FOR CURB INLETS AFTER <br />PAVEMENT (BINDER COURSE OR WEAR COURSE) IS INSTALLED OR AT EXISTING PAVED <br />AREAS. <br />D. INFRASAFE® DEBRIS COLLECTION DEVICE BY ROYAL ENVIRONMENTAL SYSTEMS, INC., <br />DISTRIBUTED BY ESS BROTHERS, 9350 COUNTY ROAD 19, CORCORAN, MN 55357 DCD'S <br />SHALL BE SIZED SPECIFICALLY FOR THE STRUCTURE AND CASTING SPECIFIED. PROVIDE <br />FILTER BAGS AND TIES FOR COMPLETE INSTALLATION. <br />E. OR APPROVED EQUAL. <br />NOTESLEGEND <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 STORM SEWER <br />PROPOSED MANHOLE (MH) <br />PROPOSED CATCH BASIN (CB) <br />PROPOSED FLARED END SECTION (FES) <br />PROPOSED SILT FENCE <br />PROPOSED SEDIMENT CONTROL LOG <br />PROPOSED ROCK CONSTRUCTION ENTRANCE <br />SEDIMENT CONTROL DEVICE AT STORM SEWER INLET <br />PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS <br />PROPERTY LINE <br />A <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 />915 <br />15.6 <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 />C1.51 <br />1" = 30' <br />DAR <br />MET <br />02/06/2019 <br />172270 <br />40180 02/06/2019 <br />DAVID A. REY <br />NORTHPLANCONTROLAND SEDIMENTPREVENTIONEROSION <br />1 <br />C2.11 <br />2 <br />C2.11 <br />3 <br />C2.11 <br />Addendum #2 02/22/2019 1
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