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LANDSCAPE 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:NorthDETAILSDAVID A. REYXX/XX/XX40180MLBDAR1" = 30'C2.11MINNESOTAPROFESSIONAL ENGINEERISD #621: MOUNDSVIEW PUBLIC SCHOOLS4570 VICTORIA ST NSHOREVIEW, MN 55116BEL AIR ESADDITIONS &ALTERATIONSLIGHT DUTY PAVEMENT2"VARIESPROVIDE 2% CROSS SLOPE (MAX)PAVEMENT LIMIT AS SHOWN ON PLAN2" BITUMINOUSWEAR COURSE8" AGGREGATEBASE COURSE12" SUBGRADEPREPARATION12C2.12B-612 CURB AND GUTTERNOTE:1. DIRECTION OF TRANSVERSE GUTTER SLOPE TO MATCH DIRECTION OF ADJACENTPAVEMENT SLOPE. CONSTRUCT WITH CURBING MACHINE.2. AT CURB INLET CATCH BASINS, ADJUST CASTING TO BE 1" BELOW GUTTER GRADE. SLOPEGUTTER 5' EACH SIDE OF CATCH BASIN. PROVIDE POSITIVE DRAINAGE TO CATCH BASINS.12"6"7 1/2"13 1/2"6"12"12AGGREGATE BASE TO BEPLACED BY PAVINGCONTRACTOR (4" MIN.)7"FACE OF CURB12" RADIUS3" RADIUSSLOPE 34" PER FOOT TOWARDSPAVEMENT ON HIGH SIDE OFLOT/DRIVE (TIP OUT) - SLOPE 34" PERFOOT TOWARDS BACK OF CURB FACEON LOW SIDE OF LOT/DRIVE (TIP BACK)12" RADIUS1:3 BATTER1C2.12PLAN VIEW OF PERPENDICULAR RAMP221NOTES:SECTION A-AELEVATION OF RAMPPEDESTRIAN CURB RAMP5'-8"2CONCRETEWALK5'-8"A4'-0"MIN.4'-0"MIN4'-0" MIN8'-0" UNLESSOTHERWISE NOTEDON PLAN5'-8"5'-8"2'-0"36'-0"(6" CURB4'-0"(4" CURB)CONCRETE WALKA6'-3" (6" CURB)4'-2" (4" CURB)8'-0" UNLESSOTHERWISE NOTEDON PLAN6'-3" (6" CURB)4'-2" (4" CURB)16'-0" (6" CURB)4'-0" (4" CURB)4'-0"6'-3"(6" CURB & 0.08 FT./FT. SLOPE)4'-2"(4" CURB & 0.08 FT./FT. SLOPE)8'-0"6'-3"(6" CURB & 0.08 FT./FT. SLOPE)4'-2"(4" CURB & 0.08 FT./FT. SLOPE)1/2 INCH PREFORMED JOINT FILLER MATERIAL, AASHTO M 213.PROVIDE A PATH OF TRAVEL 4' 0" WIDE BEHIND THE PEDESTRIAN RAMP. A RELATIVELYFLAT 4' X 4' LANDING WILL ALLOW WHEELCHAIRS TO NAVIGATE AROUND THE PEDESTRIANRAMP.DISTURBED MINIMUMOUTER LIMITS OFCONCRETE WALKBACK OF CURBFRONT FACEOF CURBROUND ALL SLOPEDINTERSECTIONS0.08 FT./FT. SLOPE OF FLARED SIDECURB OR, CURBAND GUTTER0.083 FT./FT. OR FLATTER0.02 FT./FT. MAX6"PROVIDE COARSEBROOM FINISH7AC2.125C2.12CONCRETE VALLEY GUTTER5 12"7"2'-0"1'-0"CONCRETE VALLEYGUTTERMIN. 6" AGGREGATE BASECOURSE TO BE PLACEDBY PAVING CONTRACTOR4C2.1214C2.12CONCRETE WALK1"NOTES:1) PROVIDE WIRE MESH REINFORCEMENT IN PANELS WITH DIMENSIONS TOJOINTS GREATER THAN 6' - REINFORCEMENT SHALL BE UNIFORMLYSUSPENDED 2" BELOW CONCRETE FINISH GRADE.2) PROVIDE EXPANSION JOINT AND CAULK SEALANT AT ALL WALK,BUILDING, AND STOOP JOINTS. REFER TO SPECS.WALK WIDTH ASLABELED ON PLANBITUMINOUS PAVEMENTCONCRETE CURB AND GUTTERWALK FLUSH WITH TOP OF CURB AND PROVIDETOOLED EDGE (WITH EXPANSION JOINT)5" CONCRETE WALKMIN. 4" SAND BASE OR STABILIZEDAGGREGATE BASE THICKENED TOBOTTOM OF CURB WHERE APPLICABLETYPICAL AT ALLGRASS AREASPREPARED SUBGRADEPROVIDE 2% CROSS SLOPE (MAX.)REFER TO GRADING PLAN FORDIRECTION12"MIN. 4"DEPTH5C2.12C2.1214C2.1213C2.121D-412 CURB & GUTTER12"6"6"R12"4"7"AGGREGATE BASE TO BEPLACED BY PAVINGCONTRACTOR (4" MIN.)12"NOTE:1. DIRECTION OF TRANSVERSE GUTTER SLOPE TO MATCH DIRECTION OFADJACENT PAVEMENT SLOPE. CONSTRUCT WITH CURBING MACHINE.12SLOPE 34" PER FOOT TOWARDSPAVEMENT ON HIGH SIDE OFLOT/DRIVE (TIP OUT) - SLOPE 34"PER FOOT TOWARDS BACK OFCURB FACE ON LOW SIDE OFLOT/DRIVE (TIP BACK)FACE OF CURB2C2.12CURB TRANSITION D-412 TOB-61210' TRANSITIONPROVIDE EXPANSIONJOINT AT ENDSOF TRANSITION (TYP.)3C2.121C2.122C2.124PLAN VIEW OF PERPENDICULAR RAMPDOME SPACINGDOME SECTION3221NOTES:SECTION A-AELEVATION OF RAMPPEDESTRIAN CURB RAMP3'-8"2CONCRETEWALK3'-8"A4'-0"MIN.4'-0"MIN4'-0" MIN4'-0" UNLESSOTHERWISE NOTEDON PLAN5'-8"5'-8"2'-0"436'-0"(6" CURB4'-0"(4" CURB)CONCRETE WALKA6'-3" (6" CURB)4'-2" (4" CURB)4'-0" UNLESSOTHERWISE NOTEDON PLAN6'-3" (6" CURB)4'-2" (4" CURB)16'-0" (6" CURB)4'-0" (4" CURB)4'-0"7/8" - 1-7/16"1/5"50%-60% OF BASEDIAMETER5/8" MIN.2'-0"5/8" MIN.15/16" (TYP.)1 5/8" - 2 3/8"1 5/8" - 2 3/8"15/16" (TYP.)6'-3"(6" CURB & 0.08 FT./FT. SLOPE)4'-2"(4" CURB & 0.08 FT./FT. SLOPE)4'-0"6'-3"(6" CURB & 0.08 FT./FT. SLOPE)4'-2"(4" CURB & 0.08 FT./FT. SLOPE)1/2 INCH PREFORMED JOINT FILLER MATERIAL, AASHTO M 213.PROVIDE A PATH OF TRAVEL 4' 0" WIDE BEHIND THE PEDESTRIAN RAMP. A RELATIVELYFLAT 4' X 4' LANDING WILL ALLOW WHEELCHAIRS TO NAVIGATE AROUND THE PEDESTRIANRAMP.6" TO 8" IS THE REQUIRED OFFSET OF THE DETECTABLE WARNINGS/ TRUNCATED DOMEAREA FROM THE FRONT FACE OF CURB, OR PLACE THE DETECTABLE WARNINGS AT THEBACK OF CURB.ADA REQUIRED TRUNCATED DOME AREA SHALL BE 2' 0" MIN. IN DIRECTION OF TRAVEL ANDSHALL EXTEND THE FULL WIDTH (4' 0" TYP.) OF THE CURB RAMP. THIS 2' 0" BY 4' 0" WIDTH(TYP.) TRUNCATED DOME AREA SHALL CONTRAST VISUALLY WITH THE ADJACENT WALKINGSURFACE. THE ENTIRE TRUNCATED DOME AREA SHALL BE A LIGHT COLOR (LIGHT GRAY,WHITE, OR YELLOW) WHEN THE ADJACENT SIDEWALK IS A DARK COLOR. THE ENTIRETRUNCATED DOME AREA SHALL BE A DARK COLOR (RED, BLACK, DARK GRAY, OR BRIGHTYELLOW) WHEN THE ADJACENT SIDEWALK IS A "WHITE" OR LIGHT GRAY CEMENT COLOR.DISTURBED MINIMUMOUTER LIMITS OFCONCRETE WALKBACK OF CURBFRONT FACEOF CURBROUND ALL SLOPEDINTERSECTIONS0.08 FT./FT. SLOPE OF FLARED SIDECURB OR, CURBAND GUTTER0.083 FT./FT. OR FLATTER0.02 FT./FT. MAXDOME (TYP)6"7BC2.125C2.12CATCH BASIN AT EDGE OFPAVEMENTSLOPE TOWARDSCASTING AT 2%BITUMINOUS PAVEMENTEDGE OF BITUMINOUSPAVEMENT PROJECTEDCATCH BASIN CASTINGCONCRETER5'-0"CONSTRUCTION JOINT6C2.1212C2.12C2.125CHAIN LINK FENCEHEIGHT VARIES REFER TO PLANNOTES:1. END, CORNER, AND PULL POSTS SHALL BE 4".LINE POSTS SHALL BE 2 1/2".2. ALL FENCING SHALL RECEIVE 2" x 2" #9GAUGE FABRIC UNLESS NOTED OTHERWISE.3. LINE POSTS MAY BE AIR DRIVEN.4. POST SPACING SHALL NOT EXCEED 10' O.C.5. BOTTOM RAIL SHALL BE PLACED NO MORETHAN 2" ABOVE FINISH GRADE.6"1 5/8" TOP RAILCHAIN LINK FENCE1 5/8" BOTTOM RAILFINISH GRADECONCRETE MAINTENANCE STRIPCONCRETE FOOTING 12" x 48"FOR END, CORNER, GATE ANDPULL POSTS10C2.129C2.12ACCESSIBLE PARKING SIGNAND POST WITH BOLLARDNOTE:SIGN SHALL BE PLACED NOT MORE THAN 96" FROM FACEOR EDGE OF PAVEMENT AT THE ACCESSIBLE STALL.2"3'-6"3'-0"12"18"SIGN: WHITE LEGEND AND BORDER ON BLUE BACKGROUND FULLY REFLECTORIZEDCL1'-6"1'-0"POST TOPMETAL SIGN ACCORDING TOMN STATE STATUTE 169.346"VAN-ACCESSIBLE" LABELING (MNMUTCDR7-8b) PROVIDE AT ONE STALL3 1/2" FLANGED CHANNELSIGN POST PER Mn/DOT 34015" O.D. STEEL PIPE WITH TWO COATS SIGNENAMEL (COLOR TO BE APPROVED BYOWNER). FILL ANNULAR SPACE WITH GROUT.10° SLOPECONCRETE(MN/DOT 3A32OR EQUAL)60" - 66"8C2.12TRAFFIC SIGN AND POST INGRASS2"7'-0" - VERIFYWITH LOCAL CODE2'-6"POST TOPREFER TO PLANFOR MESSAGEMETAL SIGN3 1/2" FLANGED CHANNELSIGN POST PER Mn/DOT 340111C2.121'-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.C2.1215CONCRETE MAINTENANCESTRIP1'-3"4"3"2"PLANSECTION1/2" RADIUS(TYPICAL)FINISH GRADE OF MAINTENANCE STRIP SHALLBE 1" ABOVE SOD AND FLUSH WITH PAVEMENT(2) #4 REBAR1" DEPTH CONSTRUCTION JOINT30" SOD STRIP PLACED ON GRASSSIDE OF MAINTENANCE STRIPCOMPACTED SUBGRADECONSTRUCTION JOINT SHALL BE CUT TO 1"DEPTH AND SHALL OCCUR AT EACH POSTAND AT MIDPOINT BETWEEN POSTSPOST(2) #4 REBAR9C2.12MEDIUM DUTY PAVEMENT11"1.5" BITUMINOUS WEAR COURSETACK COAT1.5" BITUMINOUS BINDER COURSE8" AGGREGATE BASE COURSE12" SUBGRADE PREPARATION13C2.12HEAVY DUTY PAVEMENT12"1.5" BITUMINOUS WEAR COURSETACK COAT2.5" BITUMINOUS BINDER COURSE8" AGGREGATE BASE COURSE12" SUBGRADE PREPARATION14C2.12