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911911911912912913913914914914915691191211.811.2 ME11.7 ME12.3 ME16.615.414.114.715.8781.9 ME13.212.2 ME12.2 ME12.3 ME12.8 ME12.8 ME12.4 ME12.412.412.412.412.412.412.6 ME12.6 ME13.3 ME13.7 ME13.8 ME13.7 ME13.3 ME14.013.813.613.814.013.814.113.914.214.0 ME14.814.113.9 ME11.7 ME12.7 ME13.6 ME13.612.75.415.415.111.011.011.011.011.011.011.011.011.011.011.011.011.011.011.011.011.011.011.011.012.212.312.112.212.312.212.812.712.712.612.412.311.611.211.109.0 ME09.4 ME09.8 ME09.1 ME11.9 EOF16.9BUS PARKING(29 BUS STALLS)LG55AN2QBQB1IV8SL5AI5AM35IW7LG7AT9LS1012MBCR6EJ11LG8AM37SL6LC611RS5VA6SLMB10AI97CRAM33AM348EJIW55LC7SL15IVAT12AM1FIELD MARKING PINSINSTALL AT CORNERS OF ALL FIELDS ANDAT OUTFIELD FOUL LINES OF SOFTBALL FIELDSPINS SHALL BE INSTALLED BY A REGISTEREDLAND SURVEYOR6"1'-6"FINISH GRADE OF FIELD3/4" DIAM. REBARC2.1541'-0"MIN1'-0"MIN2.5 X BALL DIA. MIN.DECIDUOUS TREESET TREE WITH ROOT COLLAR ATFINISH GRADE - ADJUST TREE ASREQUIRED SO THAT ROOT COLLARSTANDS LEVEL TO OR SLIGHTLYABOVE FINISHED GRADESHREDDED HARDWOOD MULCH(4" MIN DEPTH)PLANTING SOIL (MIN. DIMENSIONSHOWN)SOIL SAUCER: USED PREPAREDSOIL (4" MIN.)ROPES AT TOP OF BALL SHALL BECUT. REMOVE TOP 1/3 OF BURLAP.NON-BIODEGRADABLE MATERIALSHALL BE TOTALLY REMOVED.PREPARED SUBSOIL TO FORMPEDESTAL TO PREVENT SETTLING.C2.156SHRUB2 X BALL DIA. MIN.9"(MIN.)9"(MIN.)4" SHREDDED HARDWOOD MULCHEDGING (5 STAKES PER 20'LENGTH MINIMUM) ANDWEED BARRIERROOT BALL OR POTPLANTING SOIL (MIN.DIMENSION SHOWN)UNDISTURBED SOIL ORCOMPACTED SUBGRADEC2.157SHRUB BED EDGING6" MIN.FINISH GRADETOPSOILEDGINGFINISH GRADELANDSCAPE ROCKCOMPACTED SUBGRADEGEOTEXTILE WEED BARRIER -WRAP SIDES, TYPICAL8C2.15GROUNDCOVER ANDPERENNIALS6"EQUALEQUALPLANSECTION12"PLANTER EDGEALL GROUND COVER AND ANNUALSSHALL BE PLANTED AT EQUALTRIANGULAR SPACING AS INDICATEDON LANDSCAPE PLAN.LANDSCAPE ROCKCULTIVATE TO A 12" DEPTHAND AMEND PER SPECIFICATIONSTO FORM PREPARED PLANTING MIXC2.159CONIFEROUS TREE6"1'-0"MIN1'-0"MIN2.5 X BALL DIA. MIN.SET TREE AT FINISH GRADESHREDDED HARDWOOD MULCH(4" MIN. DEPTH)PLANTING SOIL (MIN. DIMENSIONSHOWN)SOIL SAUCER: USED PREPAREDSOIL (4" MIN.)ROPES AT TOP OF BALL SHALL BECUT. REMOVE TOP 1/3 OF BURLAP.NON-BIODEGRADABLE MATERIALSHALL BE TOTALLY REMOVED.PREPARED SUBSOIL TO FORMPEDESTAL TO PREVENT SETTLING.5C2.15LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERINGANDERSON - JOHNSONASSOCIATES,INC.7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427FAX (763) 544-0531 PH (763) 544-7129DateRegistration NumberCheckDrawnDate:CommI hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly Licensedunder the laws of the State ofRevisionsDescription Date NumScale:North501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 7281MOUNDS VIEWHIGH SCHOOL 2019IMPROVEMENTS1900 Lake Valentine RoadARDEN HILLS, MINNESOTA 551124570 VICTORIA STREET NSHOREVIEW, MINNESOTA 55126ISD #621: MOUNDS VIEWPUBLIC SCHOOLSPROFESSIONAL ENGINEERMINNESOTAC2.15NOT TO SCALEDARMET02/06/20191722704018002/06/2019DAVID A. REYDETAILSSITE10C2.15FILTRATION AREA PLANTINGS DETAILED VIEW1" = 20'Addendum #2 02/22/201914'-0""RIM" ELEVATION = 911.501'-0"SUMPSTORM SEWER PIPE-REFER TO UTILITY PLANSFOR PIPE LENGTHSAND SLOPESPROVIDEFLEXIBLE JOINT -REFER TO SPECS12" PIPE OUTINV. = 907.30OUTLET CONTROLSTRUCTURE (OCS 1)SECTIONPLAN1-1/4"GRATE DETAIL4' INSIDEDIAM.PROVIDE 6-1/2" SSANCHOR BOLTSW/CLIPS1 1/2" x3/8"OUTER RING1 1/2"x3/8" STEELBARS @4" O.C.MAX EACH WAY1/4"x1/4" STEEL BAR,WELD TOEACH MEMBERHOT-DIPPED GALVANIZEDGRATE IN 2 SECTIONSBASES SHALL BE 8" STANDARDPRECAST WITH 2" LEAN GROUT,OR POURED 8" SLAB REINFORCEDWITH 6" x 6" 10/10 MESHPRECAST CONCRETESECTIONPROVIDEFLEXIBLE JOINT -REFER TO SPECS4'-0""RIM" ELEVATION = 911.501'-0"SUMPPROVIDEFLEXIBLE JOINT -REFER TO SPECS12" PIPE OUTINV. = 907.30BASES SHALL BE 8" STANDARDPRECAST WITH 2" LEAN GROUT,OR POURED 8" SLAB REINFORCEDWITH 6" x 6" 10/10 MESHPRECAST CONCRETESECTIONPROVIDE FLEXIBLE JOINTAT CONNECTION - REFERTO SPECS12" PIPE OUTINV. = 907.306" DT ININV. = 907.50PROVIDE FLEXIBLEJOINT AT CONNECTION -REFER TO SPECS6" DT ININV. = 907.506" DT ININV. = 907.506" DT ININV. = 907.5011C2.15PEDESTRIAN CROSSWALKFLASHER SYSTEM24" X 12" W16-7PRSTATIC SIGNALUMINUM POLE CAPBACK TO BACK 30"W11-2 STATIC SIGNSBACK TO BACKRRFB LIGHT BARS24" X 12" W16-7PLSTATIC SIGNRADIO ANTENNAALUMINUM CONTROL CABINET(MUST BE MOUNTED SO ANTENNASIGNAL IS NOT OBSTRUCTED FORPROPER RADIO RECEPTION)YELLOW PUSH BUTTON KIT4-1/2" O.D. ALUMINUMPOLE PACKAGENOTES:1) ALL DIMENSIONS ARE FOR REFERENCE ONLY.2) CONTROL CABINET HEIGHT MAY VARY.3) SNAP LOCKS ARE PROVIDED, STANDARD 34" S/SBANDING IS RECOMMENDED.4) J-BOLTS NOT SHOWN.5) PROVIDE DETECTION SENSOR, FLIR TRAFIONE195 OR APPROVED EQUAL, PER SPECIFICATIONSC2.1512Addendum #3 02/26/2019 25'-0"STORM SEWER PIPE-REFER TO UTILITY PLANSFOR PIPE LENGTHSAND SLOPESOUTLET CONTROLSTRUCTURE (OCS 2)SECTIONPLAN1-1/4"GRATE DETAIL5' INSIDEDIAM.PROVIDE 6-1/2" SSANCHOR BOLTSW/CLIPS1 1/2" x3/8"OUTER RING1 1/2"x3/8" STEELBARS @4" O.C.MAX EACH WAY1/4"x1/4" STEEL BAR,WELD TOEACH MEMBERHOT-DIPPED GALVANIZEDGRATE IN 2 SECTIONSBASES SHALL BE 8" STANDARDPRECAST WITH 2" LEAN GROUT,OR POURED 8" SLAB REINFORCEDWITH 6" x 6" 10/10 MESHPRECAST CONCRETESECTIONPROVIDEFLEXIBLE JOINT -REFER TO SPECS5-0""RIM" ELEVATION = 906.60BASES SHALL BE 8" STANDARDPRECAST WITH 2" LEAN GROUT,OR POURED 8" SLAB REINFORCEDWITH 6" x 6" 10/10 MESHPRECAST CONCRETESECTIONPROVIDEFLEXIBLE JOINT -REFER TO SPECS6" ORIFICEINV. = 903.50PROVIDE FLEXIBLE JOINTAT CONNECTION - REFERTO SPECS15" PIPE ININV. = 903.5015" PIPE OUTINV. = 903.506" ORIFICE INV. = 903.50WEIR CREST INV. = 905.20CONCRETE BAFFLE WITH #4REBAR 12" O.C. BOTH WAYSDOWELED INTO SIDE WALLSOF INSIDE OF STRUCTUREAND BOTTOM SLAB. WEIRWALL SHALL BE CAST INFIELD BY CONTRACTOR.CONCRETE BAFFLE WITH #4REBAR 12" O.C. BOTH WAYSDOWELED INTO SIDE WALLSOF INSIDE OF STRUCTUREAND BOTTOM SLAB. WEIRWALL SHALL BE CAST INFIELD BY CONTRACTOR.WEIR CRESTINV. = 905.20HWL = 906.6315" PIPE ININV. = 903.50WEIR CRESTINV. = 905.2015" PIPE OUTINV. = 903.50PROVIDEFLEXIBLE JOINT -REFER TO SPECS15" PIPE OUTINV. = 903.501' SUMP"RIM" ELEVATION = 906.60HWL = 906.6315" PIPE ININV. = 903.506" ORIFICEINV. = 903.501' SUMP1C2.152C2.15NOT USED3C2.15NOT USED