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3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2022 Larson Engineering, Inc. All rights reserved.P:\Projects\Projects - 2022\12226016 - Liberty Classical Acad Hugo - Pope\C. Design\Drawing Files\12226016 C500.dwgLarsonEngineering, Inc.Eric G. Meyer, P.E.Date: Lic. No.:03.22.2244592I hereby certify that this plan, specifications or reportwas prepared by me or under my direct supervisionand that I am a duly licensed Professional Engineerunder the laws of the state of Minnesota.Issues and Revisions:Commission No:Drawn by:Checked by:SHEET1295 BANDANA BLVD N, SUITE 200ST. PAUL, MN 55108-2735(651) 642-9200 | FAX (651) 642-1101www.popearch.comPOPE ARCHITECTS, INC.EGMKBK12226016LIBERTY CLASSICALACADEMY PHASE 110158 122nd ST N,HUGO, MN 55038BP2 - Permit Set3-22-22BCWD Comments4-11-22DETAILSNOT TO SCALEPAVEMENT SECTIONLIGHT-DUTY BITUMINOUS1C500APPROVED SUBGRADE SOILNEW 8" BASEAGGREGATENEW 3" BITUMINOUS PAVEMENTPLACED IN 2 LIFTSNOT TO SCALECONSTRUCTION DETAILCONCRETE2C500APPROVED SUBGRADE SOILNEW 6" BASEAGGREGATENEW 4" PORTLAND CEMENT CONCRETENOT TO SCALECURB & GUTTER DETAILB612 CONCRETE3C500APPROVED SUBGRADE SOIL6"12"13.5"6"7"6"BACKFILL WITH NEWGOOD QUALITYTOPSOIL AND SEED/SODNEW BITUMINOUSPAVEMENTNEW BASEAGGREGATESLOPE34" PER FT.8"R3"R3"6"SLOPE NOT TOEXCEED 1:126'PER PLAN6'6'EXCEED 1:12SLOPE NOT TOEXCEED 1:12SLOPE NOT TO< 10'1:201:20TYPE 2TYPE 14' MIN> 10'2% MAX2% MAX10'PER PLAN10'2% MAX2% MAXNOT TO SCALEACCESSIBLE RAMP DETAIL4C500NOT TO SCALESIGN AND POST DETAILACCESSIBLE PARKING5C500NOTE:ANY SIGN FREE STANDING INASPHALT PARKING LOT SHALLBE MOUNTED AS SHOWN.ACCESSIBILITY SIGN2.5 LB./FT. FLANGEDCHANNEL SIGN POST(MNDOT 3401)6"Ø SCH. 40 STEEL PIPEFILL WITH CONC. PAINTEDTRAFFIC YELLOW3500 P.S.I. CONCRETE12"Ø6"4.5'12"3'18"5'MIN. 6" OF 1" TO2" DIA ROCK.MNDOT STANDARDSPECIFICATION 3733 TYPE VPERMEABLE GEOTEXTILEFABRIC BENEATH ROCK50' MINIMUMHARD SURFACEPUBLIC ROAD18" MIN. HIGH CUT-OFF BERM TOMINIMIZE SILT RUNOFF FROM SITE.VARIES:FULL WIDTH OF EXISTINGDRIVEWAY OPENING OR20' MIN. WIDTH.NOT TO SCALEROCK CONSTRUCTION ENTRANCE6C500ENGINEERING FABRICWIRE MESH REINFORCEMENT(HIGH FLOW AREAS)METAL, WOOD POST, OR STAKE.8' MAX. SPACING, 2' INTO GROUND.NATURAL SOILDIRECTIONOF RUNOFFNOT TO SCALEINSTALLATION DETAILSILT FENCE7C500NOTE: DEPENDING UPON CONFIGURATION, ATTACH FABRIC TO WIRE MESHWITH HOG RINGS, STEEL POSTS WITH WIRES, OR WOOD POSTS WITH STAPLES.FABRIC ANCHORAGETRENCH. BACKFILL WITHTAMPED NATURAL SOILFLOW8" CURLEX SEDIMENT LOGSWOOD STAKE OR SAND BAG24" MIN.WOOD STAKE TO ONLYPENETRATE NETTING,NOT CURLEX MATERIALRRGROUNDNOTES:1. STAKE OR SAND BAG SPACING SHALL BE 2 FEET O.C.NOT TO SCALESEDIMENT LOG DETAIL8C500NOT TO SCALE PROTECTION DEVICE (OR EQ.)INFRASAFE INLET9C500400 MICRON FILTERBAG IN EACH BASKET2 BASKETS WITH 400 MICRON FILTERBAGS. TO BE CHECKED PERIODICALLY ANDCLEANED OUT AFTER EACH RAIN EVENTFITS NEENAH 1642 AND1733 FRAMES OR EQUALPLANPROFILEC500NOT TO SCALECONSTRUCTION DETAILINFILTRATION BASIN10C500VARIES(PER PLAN)SLOPE PER PLAN(3:1 MAX)6" MINSLOPE PER PLAN(3:1 MAX)NOTES:1.THE EXISTING SOILS SHALL BE PROTECTED FROM COMPACTION DUE TO CONSTRUCTION TRAFFIC.AREAS SHALL BE STAKED AND MARKED OFF, WITH ONLY LOW IMPACT EQUIPMENT (TRACKED ORSIMILAR) ALLOWED.SHREDDED MULCH ANDNATIVE PLANTINGS, SEEPLANTING SCHEDULEEXTEND MODIFIED SOIL UP SLOPESTO POND OUTLET ELEVATIONEXISTING SOILSPRE-MIXED PLANTING MEDIUM: PLAISTED'S RAIN GARDENPEAT MIX (80% SAND, 20% PEAT),OR EQUAL. PLANTINGMEDIUM SHALL PROVIDE 4"/HR INFILTRATION RATE ATSPECIFIED COMPACTION, VERIFY W/SUPPLIER.EXCAVATE POND BOTTOM TO EXISTING PERMEABLESOILS. REMOVE AND DISPOSE OF EXISTING TOPSOILAND ANY SOILS NON-CONDUCIVE TO INFILTRATION.SEE GEOTECH REPORT.18" MINLOOSEN/DECOMPACT SOIL BELOWBASIN BOTTOM, 18" MINIMUM DEPTH.REMOVE FILL SOILS TO NATIVE SP-SM SOILSAND REPLACE WITH CLEAN SAND. VERIFYON-SITE WITH GEOTECHNICAL ENGINEER.NOT TO SCALESEAL REPAIR DETAILRESURFACING AND CRACK11C500EXISTING BASEAGGREGATEEXISTING BITUMINOUSPAVEMENTNEW SEAL COAT RESURFACINGROUT, STERILIZE, AND SEAL WITHHOT APPLIED ELASTOMERIC CRACKSEALANT 34"x 34" MINIMUMVARIABLE1'-4"VARIABLE4'-0" TYPICAL5"MINIMUM SLAB THICKNESS IS 6" FOR 14'DEPTH. INCREASE THICKNESS 1" FOR EVERY4' OF DEPTH GREATER THAN 14', AND REINFORCEWITH #4 REBAR @ 8" E.W.PRECAST CONCRETE SECTIONNOT TO SCALEMANHOLE DETAILSTORM SEWER12C5008"ALL JOINTS IN MANHOLE TO HAVE'O' RING RUBBER GASKETS.SEAL WITH 2 BEADS OF RAM-NEK.6" PRECAST REINFORCED CONCRETE SLAB.MANHOLE STEPS, COPOLYMER POLYPROPYLENEPLASTIC, WITH 1/2" GRADE 60 STEELREINFORCEMENT OR EQUAL, 16" O.C.PIPE SHALL BE CUT OUT FLUSHWITH INSIDE FACE OF WALL.WATERTIGHT CONNECTION(GROUT RING, TYPICAL)BEEHIVE CASTING AND COVER:NEENAH R-4353MINIMUM OF 2, MAXIMUM OF 5 CONCRETERINGS WITH FULLBED OF MORTARBETWEEN EACH AND A 4" COLLAR OUTSIDE.PLACE EXTERNAL CHIMNEY SEAL.NOT TO SCALEFOUNDATION DETAILFLAG POLE13C500SEALANT ALUMINUM COLLAR12"Ø GROUND SLEEVESANDMNDOT 3Y43CONCRETEWEDGESBASE PLATESLEEVE SUPPORTPLATE ANDGROUNDING ROD68" VERIFY WITH POLE HEIGHT42"48"8"30' FLAGPOLE WITH INTERNAL HALYARDNOT TO SCALETREE PLANTING DETAIL14C500EQUALS TWICE BALLDIAMETER12"MIN.18"MIN.OPTIONAL STAKINGMETHOD - 6' METALPOSTS AND RUBBERHOSE STRAPSHOSE LOOPS3 GUYS EACH OF10 GAUGE TWISTEDWIRE 120 DEGREESAPART AROUND TREECOLOREDFLAGS1 PER WIRETURNBUCKLE6" DEEP MULCH, HOLDBACK 2" FROM STEM.SOD24" STAKE TYP.PLACE PLANTINGMEDIUM SOILSFOLD BACKBURLAP ANDREMOVE ALLTIES &/ORWIRES FROMTOP OF BALLSCARIFY ALL SIDESAND BOTTOM OFEXCAVATED HOLEDECIDUOUS TREEAS PER SCHEDULECONIFEROUS TREEAS PER SCHEDULE