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BUS PARKING <br />(29 BUS STALLS) <br />5 <br />AN <br />2 <br />QB <br />QB <br />1 <br />IV <br />8 <br />SL <br />5 <br />AI <br />5 <br />AM3 <br />5 <br />IW <br />7 <br />LG <br />7 <br />AT <br />9 <br />LS <br />10 <br />12 <br />MB <br />CR <br />6 <br />EJ <br />11 <br />LG <br />8 <br />AM3 <br />7 <br />SL <br />6 LC <br />6 <br />11 <br />RS <br />5 <br />VA <br />6 <br />SL <br />MB <br />10 <br />AI <br />9 <br />7 <br />CR <br />AM3 <br />3 AM3 <br />4 <br />8 <br />EJ <br />IW <br />5 <br />5 <br />LC <br />7 <br />SL <br />15 <br />IV <br />AT <br />12 <br />LG <br />5 <br />9 <br />1 <br />1 <br />911 911 <br />9129 <br />1 <br />2 <br />913 <br />9 <br />1 <br />3 <br />914 <br />9 <br />1 <br />4 <br />9149156 <br />911 <br />9 <br />1 <br />2 <br />11.8 <br />11.2 ME <br />11.7 ME12.3 ME <br />16.6 <br />15.4 <br />14.1 <br />14.7 <br />15.8 <br />7 <br />8 <br />1.9 ME <br />13.2 <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 />11.7 ME <br />12.7 ME <br />13.6 ME <br />13.6 <br />12.7 <br />5.4 <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 />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 />12.3 <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 />11.9 EOF <br />16.9 <br />FIELD MARKING PINS <br />INSTALL AT CORNERS OF ALL FIELDS AND <br />AT OUTFIELD FOUL LINES OF SOFTBALL FIELDS <br />PINS SHALL BE INSTALLED BY A REGISTERED <br />LAND SURVEYOR6"1'-6"FINISH GRADE OF FIELD <br />3/4" DIAM. REBAR <br />C2.15 <br />4 <br />1'-0" <br />MIN <br />1'-0" <br />MIN <br />2.5 X BALL DIA. MIN. <br />DECIDUOUS TREE <br />SET TREE WITH ROOT COLLAR AT <br />FINISH GRADE - ADJUST TREE AS <br />REQUIRED SO THAT ROOT COLLAR <br />STANDS LEVEL TO OR SLIGHTLY <br />ABOVE FINISHED GRADE <br />SHREDDED HARDWOOD MULCH <br />(4" MIN DEPTH) <br />PLANTING SOIL (MIN. DIMENSION <br />SHOWN) <br />SOIL SAUCER: USED PREPARED <br />SOIL (4" MIN.) <br />ROPES AT TOP OF BALL SHALL BE <br />CUT. REMOVE TOP 1/3 OF BURLAP. <br />NON-BIODEGRADABLE MATERIAL <br />SHALL BE TOTALLY REMOVED. <br />PREPARED SUBSOIL TO FORM <br />PEDESTAL TO PREVENT SETTLING. <br />C2.15 <br />6 <br />SHRUB <br />2 X BALL DIA. MIN. <br />9" <br />(MIN.) <br />9" <br />(MIN.) <br />4" SHREDDED HARDWOOD MULCH <br />EDGING (5 STAKES PER 20' <br />LENGTH MINIMUM) AND <br />WEED BARRIER <br />ROOT BALL OR POT <br />PLANTING SOIL (MIN. <br />DIMENSION SHOWN) <br />UNDISTURBED SOIL OR <br />COMPACTED SUBGRADE <br />C2.15 <br />7 <br />SHRUB BED EDGING6" MIN.FINISH GRADE <br />TOPSOIL EDGING <br />FINISH GRADE <br />LANDSCAPE ROCK <br />COMPACTED SUBGRADE <br />GEOTEXTILE WEED BARRIER - <br />WRAP SIDES, TYPICAL <br />8 <br />C2.15 <br />GROUNDCOVER AND <br />PERENNIALS6"EQUALEQUALPLAN <br />SECTION12"PLANTER EDGE <br />ALL GROUND COVER AND ANNUALS <br />SHALL BE PLANTED AT EQUAL <br />TRIANGULAR SPACING AS INDICATED <br />ON LANDSCAPE PLAN. <br />LANDSCAPE ROCK <br />CULTIVATE TO A 12" DEPTH <br />AND AMEND PER SPECIFICATIONS <br />TO FORM PREPARED PLANTING MIX <br />C2.15 <br />9 <br />CONIFEROUS TREE6"1'-0" <br />MIN <br />1'-0" <br />MIN <br />2.5 X BALL DIA. MIN. <br />SET TREE AT FINISH GRADE <br />SHREDDED HARDWOOD MULCH <br />(4" MIN. DEPTH) <br />PLANTING SOIL (MIN. DIMENSION <br />SHOWN) <br />SOIL SAUCER: USED PREPARED <br />SOIL (4" MIN.) <br />ROPES AT TOP OF BALL SHALL BE <br />CUT. REMOVE TOP 1/3 OF BURLAP. <br />NON-BIODEGRADABLE MATERIAL <br />SHALL BE TOTALLY REMOVED. <br />PREPARED SUBSOIL TO FORM <br />PEDESTAL TO PREVENT SETTLING. <br />5 <br />C2.15 <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 />C2.15 <br />NOT TO SCALE <br />DAR <br />MET <br />02/06/2019 <br />172270 <br />40180 02/06/2019 <br />DAVID A. REY <br />DETAILSSITE <br />SECTION THROUGH UNDERGROUND FILTRATION SYSTEM (UGS 1BP) <br />CORRUGATED <br />METAL <br />PERFORATED <br />PIPE (TANK) <br />30" (TYPICAL) <br />GEOTEXTILE FABRIC (REFER TO SPEC SECTION 33 40 00) <br />BURRITO WRAP (ENTIRE ASSEMBLY) <br />MIN 24" SEAM OVERLAP <br />PREPARED SUBGRADE <br />2 <br />1 <br />BOTTOM OF CHAMBERS <br />INV. = 901.00 <br />BOTTOM OF STONE/ <br />GEOTEXTILE FABRIC = 900.50 <br />SAND SUBBASE <br />TOP OF <br />STONE/GEOTEXTILE <br />FABRIC = 904.00 <br />15" <br />(TYPICAL)DEPTH VARIESOPEN GRADED STONE <br />12" MIN <br />(TYPICAL <br />FOR SIDES <br />8 <br />C2.14 <br />BOTTOM OF SAND <br />SUBBASE = 898.50 <br />6" DRAINTILE, REFER TO <br />PLAN FOR LAYOUT <br />MIN. 3" PEA ROCK AROUND TILE <br />DT INV = 897.50 <br />FINISH GRADE <br />6" MINEPDM 45 MIL LINER, INSTALLED PER <br />MANUFACTURER RECOMMENDATIONS <br />SAND SUBBASE3.00'C2.15 <br />1 <br />SECTION THROUGH UNDERGROUND FILTRATION SYSTEM (UGS 4P) <br />CORRUGATED <br />METAL <br />PERFORATED <br />PIPE (TANK) <br />48" (TYPICAL) <br />GEOTEXTILE FABRIC (REFER TO SPEC SECTION 33 40 00) <br />BURRITO WRAP (ENTIRE ASSEMBLY) <br />MIN 24" SEAM OVERLAP <br />PREPARED SUBGRADE <br />2 <br />1 <br />BOTTOM OF CHAMBERS <br />INV. = 916.50 <br />BOTTOM OF STONE/ <br />GEOTEXTILE FABRIC = 916.00 <br />TOP OF <br />STONE/GEOTEXTILE <br />FABRIC = 921.00 <br />24" <br />(TYPICAL)DEPTH VARIESOPEN GRADED STONE <br />12" MIN <br />(TYPICAL <br />FOR SIDES <br />8 <br />C2.14 <br />BOTTOM OF SAND <br />SUBBASE = 914.00 <br />6" DRAINTILE, REFER TO <br />PLAN FOR LAYOUT <br />MIN. 3" PEA ROCK AROUND TILE <br />DT INV = 913.00 <br />FINISH GRADE <br />6" MIN6" MINSAND SUBBASE <br />3.00'SAND SUBBASE <br />C2.15 <br />3 <br />SECTION THROUGH UNDERGROUND FILTRATION SYSTEM (UGS 5BP) <br />CORRUGATED <br />METAL <br />PERFORATED <br />PIPE (TANK) <br />30" (TYPICAL) <br />GEOTEXTILE FABRIC (REFER TO SPEC SECTION 33 40 00) <br />BURRITO WRAP (ENTIRE ASSEMBLY) <br />MIN 24" SEAM OVERLAP <br />PREPARED SUBGRADE <br />2 <br />1 <br />BOTTOM OF CHAMBERS <br />INV. = 910.00 <br />BOTTOM OF STONE/ <br />GEOTEXTILE FABRIC = 909.50 <br />TOP OF <br />STONE/GEOTEXTILE <br />FABRIC = 913.00 <br />15" <br />(TYPICAL)DEPTH VARIESOPEN GRADED STONE <br />12" MIN <br />(TYPICAL <br />FOR SIDES <br />8 <br />C2.14 <br />BOTTOM OF SAND <br />SUBBASE = 908.00 <br />6" DRAINTILE, REFER TO <br />PLAN FOR LAYOUT <br />MIN. 3" PEA ROCK AROUND TILE <br />DT INV = 907.00 <br />FINISH GRADE <br />6" MIN6" MINSAND SUBBASE3.00'SAND SUBBASE <br />C2.15 <br />2 <br />10 <br />C2.15 <br />FILTRATION AREA PLANTINGS DETAILED VIEW <br />1" = 20' <br />Addendum #2 02/22/2019 1 <br />4'-0" <br />"RIM" ELEVATION = 911.50 <br />1'-0"SUMPSTORM SEWER PIPE- <br />REFER TO UTILITY PLANS <br />FOR PIPE LENGTHS <br />AND SLOPES <br />PROVIDE <br />FLEXIBLE JOINT - <br />REFER TO SPECS <br />12" PIPE OUT <br />INV. = 907.30 <br />OUTLET CONTROL <br />STRUCTURE (OCS 1) <br />SECTION <br />PLAN 1-1/4"GRATE DETAIL <br />4' INSIDE <br />DIAM. <br />PROVIDE 6-1/2" SS <br />ANCHOR BOLTS <br />W/CLIPS <br />1 1/2" x3/8" <br />OUTER RING <br />1 1/2"x3/8" STEEL <br />BARS @4" O.C. <br />MAX EACH WAY <br />1/4"x1/4" STEEL BAR, <br />WELD TO <br />EACH MEMBER <br />HOT-DIPPED GALVANIZED <br />GRATE IN 2 SECTIONS <br />BASES SHALL BE 8" STANDARD <br />PRECAST WITH 2" LEAN GROUT, <br />OR POURED 8" SLAB REINFORCED <br />WITH 6" x 6" 10/10 MESH <br />PRECAST CONCRETE <br />SECTION <br />PROVIDE <br />FLEXIBLE JOINT - <br />REFER TO SPECS <br />4'-0" <br />"RIM" ELEVATION = 911.50 <br />1'-0"SUMPPROVIDE <br />FLEXIBLE JOINT - <br />REFER TO SPECS <br />12" PIPE OUT <br />INV. = 907.30 <br />BASES SHALL BE 8" STANDARD <br />PRECAST WITH 2" LEAN GROUT, <br />OR POURED 8" SLAB REINFORCED <br />WITH 6" x 6" 10/10 MESH <br />PRECAST CONCRETE <br />SECTION <br />PROVIDE FLEXIBLE JOINT <br />AT CONNECTION - REFER <br />TO SPECS <br />12" PIPE OUT <br />INV. = 907.30 <br />6" DT IN <br />INV. = 907.50 <br />PROVIDE FLEXIBLE <br />JOINT AT CONNECTION - <br />REFER TO SPECS <br />6" DT IN <br />INV. = 907.50 <br />6" DT IN <br />INV. = 907.50 <br />6" DT IN <br />INV. = 907.50 <br />11 <br />C2.15 <br />PEDESTRIAN CROSSWALK <br />FLASHER SYSTEM <br />24" X 12" W16-7PR <br />STATIC SIGN <br />ALUMINUM POLE CAP <br />BACK TO BACK 30" <br />W11-2 STATIC SIGNS <br />BACK TO BACK <br />RRFB LIGHT BARS <br />24" X 12" W16-7PL <br />STATIC SIGN <br />RADIO ANTENNA <br />ALUMINUM CONTROL CABINET <br />(MUST BE MOUNTED SO ANTENNA <br />SIGNAL IS NOT OBSTRUCTED FOR <br />PROPER RADIO RECEPTION) <br />YELLOW PUSH BUTTON KIT <br />4-1/2" O.D. ALUMINUM <br />POLE PACKAGE <br />NOTES: <br />1)ALL DIMENSIONS ARE FOR REFERENCE ONLY. <br />2) CONTROL CABINET HEIGHT MAY VARY. <br />3) SNAP LOCKS ARE PROVIDED, STANDARD <br />34" S/S <br />BANDING IS RECOMMENDED. <br />4)J-BOLTS NOT SHOWN. <br />5) PROVIDE DETECTION SENSOR, FLIR TRAFIONE <br />195 OR APPROVED EQUAL, PER SPECIFICATIONS <br />C2.15 <br />12 <br />Addendum #3 02/26/2019 2