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05-08-19 PC
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CURB TRANSITIONSURMOUNTABLE TO B-61210' TRANSITIONPROVIDE EXPANSIONJOINT AT ENDSOF TRANSITION (TYP.)4C2.131C2.132C2.13CONCRETE 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"DEPTH6C2.13C2.1311C2.1310C2.131CONCRETE SLAB36"12"8"CAULK AT SURFACE6" STABILIZED AGGREGATE BASE TO BEPLACED BY PAVING CONTRACTORSTRUCTURE8" CONCRETE SLAB6" (MIN.) STABILIZED AGGREGATEBASE TO BE PLACED BY PAVINGCONTRACTORTHICKENED SLAB AT ALL SIDESNOT ADJACENT TO BUILDINGPREPARED SUBGRADECONCRETE FLUSH WITHBITUMINOUS PAVEMENTEXPANSION JOINT7C2.1311C2.134PLAN 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"9C2.136C2.13D-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 CURBC2.132B-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 BATTERC2.131ACCESSIBLE 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 BOLLARD WITH TWO COATSSIGN ENAMEL (COLOR TO BE APPROVED BYOWNER). FILL ANNULAR SPACE WITH GROUT.10° SLOPECONCRETE(MN/DOT 3A32OR EQUAL)60" - 66"C2.1313MEDIUM DUTY BITUMINOUSPAVEMENT11.5"1.5" BITUMINOUS WEAR COURSETACK COAT2" BITUMINOUS BINDER COURSE8" AGGREGATE BASE COURSE12" SUBGRADE PREPARATIONC2.13106"6"12"12"12'-0" TAPERB-612 CURB TERMINATORSLOPE TOP OF CURB DOWN TO GUTTER5C2.131C2.13LAKE VALENTINE ROADBITUMINOUS PAVEMENT13"1.5" 2331 TYPE 41A BITUMINOUS WEAR COURSETACK COAT2" 2331 TYPE 31B BITUMINOUS BASE COURSE8" CLASS 5A AGGREGATE BASE12" SUBGRADE PREPARATION1.5" 2331 TYPE 41b BITUMINOUS BINDER COURSE12" SAND SUBBASETACK COAT12C2.13B-618 CURB AND GUTTERNOTE: DIRECTION OF TRANSVERSE GUTTER SLOPE TO MATCHDIRECTION OF ADJACENT PAVEMENT SLOPE.12"6"7 12"1'-1 12"6"18"12AGGREGATE BASE TOBE PLACED BY PAVINGCONTRACTOR (4" MIN.)FACE OF CURB1:3 BATTER3" RADIUS12" RADIUSSLOPE 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)12" RADIUSC2.133TRAFFIC SIGN AND POSTWITH BOLLARD2"7'-0" - VERIFYWITH LOCAL CODE3'-0"1'-6"POST TOPREFER TO PLANFOR MESSAGEMETAL SIGN5" O.D. STEEL PIPE WITH TWO COATSSIGN ENAMEL (COLOR TO BEAPPROVED BY OWNER). FILLANNULAR SPACE WITH GROUT.3 1/2" FLANGED CHANNELSIGN POST PER Mn/DOT 340110° SLOPECONCRETE(MN/DOT 3A32OR EQUAL)3'-6"1'-0"C2.1315TRAFFIC SIGN AND POSTWITH BREAKAWAY SIGN BASE2"7'-0" - VERIFYWITH LOCAL CODEPOST TOPREFER TO PLANFOR MESSAGEMETAL SIGN2" x 2" 12 GAUGE SQUAREPOST PER Mn/DOT 3402BREAKAWAY SIGN BASE BOLTED TO CONCRETESURFACE - REFER TO SPECIFICATIONSC2.1316TRAFFIC SIGN AND POST INGRASS2"7'-0" - VERIFYWITH LOCAL CODE2'-6"POST TOPREFER TO PLANFOR MESSAGEMETAL SIGN3 1/2" FLANGED CHANNELSIGN POST PER Mn/DOT 3401C2.1317CHAIN LINK FENCEREFER TO PLAN FOR HEIGHTNOTES: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 STRIP(UNLESS OTHERWISE NOTED)CONCRETE FOOTING 12" x 48"FOR END, CORNER, ANDPULL POSTS18C2.1320C2.13CONCRETE MAINTENANCESTRIP1'-3"4"3"2"PLANSECTION1/2" RADIUS(TYPICAL)FINISH GRADE AT MAINTENANCE STRIPSHALL BE 1" ABOVE SOD AND FLUSH WITHCONCRETE WALK WHERE APPLICABLE.(2) #4 REBAR1" DEPTH TOOLED CONSTRUCTION JOINTTOPSOIL 1" BELOW CONCRETECOMPACTED SUBGRADETOOLED CONSTRUCTION JOINT SHALL BE CUTTO 1"DEPTH AND SHALL OCCUR AT EACH POSTAND AT MIDPOINT BETWEEN POSTSPOST(2) #4 REBAR20C2.136C2.13ACCESSIBLE PARKING SIGNPOST WITH BREAKAWAY BASE2"60"-66" TO BOTTOM OF SIGN12"18"SIGN: WHITE LEGEND AND BORDER ON BLUE BACKGROUND FULLY REFLECTORIZEDPOST TOPMETAL SIGN ACCORDINGTO MN STATE STATUTE169.3462" X 2" 12 GAUGE SQUAREPOST PER Mn/DOT 3402PROVIDE "VAN-ACCESSIBLE"LABELING (MNMUTCD R7-8b)PROVIDE AT ONE STALLNOTE:SIGN SHALL BE PLACED NOT MORE THAN 96" FROM FACEOR EDGE OF PAVEMENT AT THE ACCESSIBLE STALL.BREAKAWAY SIGN BASE BOLTED TO CONCRETESURFACE - REFER TO SPECIFICATIONSC2.1314DECORATIVE METAL FENCE112" x 1716" RIBBED CHANNEL RAILPICKET #1WM463" TYPICAL512"7'-8"4'-0"FINISH GRADE4'-0"19C2.13C2.13208C2.13DRIVEWAY APRONCITY STANDARD PLATE 2002CONCRETE STAIRS ATRETAINING WALLEXPANSION JOINTHANDRAIL CENTEREDON 6" CURBSTAIR NOSINGREFER TO SPECSEXPANSION JOINTTURFALL HANDRAIL PIPE SHALLBE 1-1/2" O.D. STD. PIPEWELD AND GRIND SMOOTH JOINTSSTAIR NOSING (TYPICAL) REFER TO SPECSTREAD REINFORCEMENT #3REBAR @ 16" O.C.SLOPE DOWN @ 1/4" PER TREADCOARSE BROOM FINISH#4 REBAR @ 3"FROM BOTTOM ANDEDGE OF FOOTING#4 REBAR @ 16" O.C.PREPARED SUBGRADE8" SAND BASE#4 CONTINUOUSREBAR (TYPICAL)EACH WAYCAST SLEEVE TORECIEVE HANDRAIL#4 REBAR (TYPICAL)EXPANSION JOINTCONTINUOUS NOSING BAR2'-0"16"534"6"2'-0"1'-0"34" STAIRSETBACK2'-0"SECTION A-A1'-4"1'-6"1'-0"TURFTURF6" CURB FLUSHWITH TOP OF STEPS6" CURB FLUSHWITH TOP OF STEPSPLAN VIEWAA21C2.13C2.136C2.136C2.1124C2.1124CONCRETE VALLEY GUTTER5 12"7"2'-0"1'-0"CONCRETE VALLEYGUTTERMIN. 6" AGGREGATE BASECOURSE TO BE PLACEDBY PAVING CONTRACTOR22C2.1312C2.13LANDSCAPE 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 ENGINEERMINNESOTAC2.13NOT TO SCALEDARMET02/06/20191722704018002/06/2019DAVID A. REYDETAILSSITEAddendum #2 02/22/20191HEAVY DUTY PAVEMENT14"2"2"PAVEMENT EDGE ASSHOWN ON PLANTYPICAL EDGE TREATMENTWITHOUT CURB AND GUTTER1.5" BITUMINOUS WEAR COURSETACK COAT2.5" BITUMINOUS BINDER COURSE10" AGGREGATE BASE COURSE12" SUBGRADE PREPARATIONC2.1311TYPICAL SECTION THROUGHMEDIANEXPANSION JOINT5'-0"12C2.137C2.132C2.13C2.1323
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