1.CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, OR LOCAL LAWS, CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, OR LOCAL LAWS, ORDINANCES, AND REGULATIONS THAT AFFECT WORK UNDER THE CONTRACT. SEE SPECIFICATIONS FOR ADDITIONAL DETAILS. 2.AN APPROVED SET OF CONSTRUCTION PLANS AND SPECIFICATIONS FOR AN APPROVED SET OF CONSTRUCTION PLANS AND SPECIFICATIONS FOR ALL WORK SHALL BE KEPT ON THE CONSTRUCTION SITE AT ALL TIMES. IN ADDITION, A COPY OF THE CURRENT WSDOT STANDARD PLANS AND SPECIFICATIONS SHALL ALSO BE AVAILABLE AT THE CONSTRUCTION SITE. 3.THE CONTRACTOR SHALL VERIFY ALL EXISTING DATA SHOWN IN THESE THE CONTRACTOR SHALL VERIFY ALL EXISTING DATA SHOWN IN THESE DOCUMENTS AND NOTIFY ENGINEER IMMEDIATELY OF ANY CONFLICTS WITH PROPOSED FEATURES PRIOR TO CONSTRUCTION. 4.KEEP OFF-SITE STREETS CLEAN AT ALL TIMES. FLUSHING STREETS SHALL KEEP OFF-SITE STREETS CLEAN AT ALL TIMES. FLUSHING STREETS SHALL NOT BE ALLOWED. STREETS SHALL BE SWEPT. 5.ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY THE CITY ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY THE CITY OF MEDINA CONSTRUCTION INSPECTOR DEPENDING ON SITE AND WEATHER CONDITIONS OR WHEN WORK IS STOPPED OR COMPLETED IN AN AREA. 6.ACCESS TO ADJACENT PROPERTIES SHALL BE MAINTAINED AT ALL TIMES ACCESS TO ADJACENT PROPERTIES SHALL BE MAINTAINED AT ALL TIMES UNLESS PRIOR ARRANGEMENTS HAVE BEEN MADE AND APPROVED BY THE CITY.
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GENERAL NOTES
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ABBREVIATIONS
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RIGHT OF WAY CENTERLINE
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RIGHT OF WAY MARGIN
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CITY BOUNDARY
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CHAIN LINK FENCE
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WATER LINE
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SEWER LINE (<12")
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SEWER LINE (>12")
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POWER LINE
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AERIAL LINE
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GAS LINE
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FIBER OPTIC LINE
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COMMUNICATION LINE
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RAILING (GUARD/HAND)
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DRIVEWAY CUTS / HC RAMPS
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UNDERGROUND UTILITY STRUCTURES
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EDGE OF GRAVEL / DIRT
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INTERMEDIATE CONTOUR
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INDEX CONTOUR
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100
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SYMBOL LEGEND
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COMMUNICATION RISER
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COMMUNICATION MANHOLE
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ELECTRICAL METER
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POWER MANHOLE
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GAS VALVE
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GAS METER
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GAS VAULT
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SEWER MANHOLE
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CLEANOUT
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CATCH BASIN (TYPE 1)
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CATCH BASIN (TYPE 2)
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STORM DRAIN MANHOLE
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WATER MANHOLE
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FIRE DEPARTMENT CONNECTION
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POST INDICATOR VALVE
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IRRIGATION BOX
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MAIL BOX
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SIGN
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TESTPIT
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MONITORING WELL
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SURVEY CONTROL POINT
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SURVEY MONUMENT
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PROPERTY LINE
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STORM DRAIN LINE (<12")
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STORM DRAIN LINE (>12")
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EDGE OF WETLAND
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CLEARING/GRUBBING LIMITS
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SAWCUT LINE
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WATTLE
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REMOVAL AREA
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HMA PAVEMENT
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CEMENT CONCRETE PAVEMENT
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SEE APPLICABLE DISCIPLINE FOR ADDITIONAL LEGEND
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ABBREVIATIONNAME OR PHRASE NAME OR PHRASE APANGLE POINT ANGLE POINT APPROX.APPROXIMATE APPROXIMATE ASSYASSEMBLY ASSEMBLY ASTMAMERICAN SOCIETY FOR AMERICAN SOCIETY FOR TESTING AND MATERIALS BK.BACK BACK BLDGBUILDING BUILDING BOFBOTTOM OF FOOTING BOTTOM OF FOOTING BOWBOTTOM OF WALL BOTTOM OF WALL BRGBEARING BEARING BVCSBEGIN VERTICAL CURVE ELEVATION BEGIN VERTICAL CURVE ELEVATION BVCEBEGIN VERTICAL CURVE STATION BEGIN VERTICAL CURVE STATION CBCATCH BASIN CATCH BASIN C.G.CENTER OF GRAVITY CENTER OF GRAVITY C.I.PCAST IN PLACE CAST IN PLACE CCENTERLINE CENTERLINE CLR.CLEARANCE CLEARANCE CMPCORRUGATED METAL PIPE CORRUGATED METAL PIPE COCLEAN OUT CLEAN OUT COMMCOMMUNICATION COMMUNICATION CONC.CONCRETE CONCRETE CONST.CONSTRUCTION CONSTRUCTION CONT.CONTINUE OR CONTINUOUS CONTINUE OR CONTINUOUS CPPCORRUGATED PLASTIC PIPE CORRUGATED PLASTIC PIPE CPEPCORRUGATED POLYETHYLENE PIPE CORRUGATED POLYETHYLENE PIPE CSBCCRUSHED SURFACING BASE COURSE CRUSHED SURFACING BASE COURSE CSTCCRUSHED SURFACING TOP COURSE CRUSHED SURFACING TOP COURSE CTRLCONTROL CONTROL DIDUCTILE IRON DUCTILE IRON DIAM.DIAMETER DIAMETER DWGDRAWING DRAWING DWYDRIVEWAY DRIVEWAY EEAST EAST EAEACH EACH ELEV. OR EL.ELEVATION ELEVATION EMBED.EMBEDMENT EMBEDMENT ESMTEASEMENT EASEMENT EVCEEND VERTICAL CURVE ELEVATION END VERTICAL CURVE ELEVATION EVCSEND VERTICAL CURVE STATION END VERTICAL CURVE STATION EXIST.EXISTING EXISTING EXP.EXPANSION EXPANSION FDFOUND FOUND FGFINISH GRADE FINISH GRADE FIG.FIGURE FIGURE FLFLOW LINE (ELEVATION) OR FLANGE FLOW LINE (ELEVATION) OR FLANGE FOCFACE OF CURB FACE OF CURB FTFOOT OR FEET FOOT OR FEET FTG.FOOTING FOOTING GALV.GALVANIZED GALVANIZED G.E. OR GR ELGRATE ELEVATION GRATE ELEVATION GIR.GIRDER GIRDER GRVLGRAVEL GRAVEL HDPEHIGH DENSITY POLYETHYLENE HIGH DENSITY POLYETHYLENE HMAHOT MIX ASPHALT HOT MIX ASPHALT HORZ.HORIZONTAL HORIZONTAL HPHIGH PRESSURE OR HIGH POINT HIGH PRESSURE OR HIGH POINT IDINSIDE DIAMETER INSIDE DIAMETER IEINVERT ELEVATION INVERT ELEVATION JT.JOINT JOINT LBS.POUNDS POUNDS LFLINEAR FEET LINEAR FEET LTLEFT LEFT LVCLENGTH OF VERTICAL CURVE LENGTH OF VERTICAL CURVE MAX.MAXIMUM MAXIMUM MHMANHOLE MANHOLE MHWMEAN HIGH WATER MEAN HIGH WATER MHHWMEAN HIGH HIGH WATER MEAN HIGH HIGH WATER MICMONUMENT IN CASE MONUMENT IN CASE MIN.MINIMUM MINIMUM MUTCDMANUAL ON UNIFORM TRAFFIC MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES NNORTH NORTH NENORTHEAST NORTHEAST NO.NUMBER NUMBER NWNORTHWEST NORTHWEST O.C.ON CENTER ON CENTER O.D.OUTSIDE DIAMETEROUTSIDE DIAMETER
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ABBREVIATIONNAME OR PHRASE NAME OR PHRASE PAV'TPAVEMENT PAVEMENT PCPOINT OF CURVATURE POINT OF CURVATURE PCCPOINT OF COMPOUND CURVE POINT OF COMPOUND CURVE PCMSPORTABLE CHANGEABLE MESSAGE SIGN PORTABLE CHANGEABLE MESSAGE SIGN P.E.PLAIN END OR POLYETHYLENE PLAIN END OR POLYETHYLENE PIPOINT OF INTERSECTION POINT OF INTERSECTION PPPOLYPROPYLENE POLYPROPYLENE PPROPERTY OR PLATE PROPERTY OR PLATE PRCPOINT OF REVERSE CURVE POINT OF REVERSE CURVE PROP.PROPOSED PROPOSED PSIPOUND PER SQUARE INCH POUND PER SQUARE INCH PTPOINT OF TANGENCY OR POINT POINT OF TANGENCY OR POINT PVCPOLYVINYL CHLORIDE POLYVINYL CHLORIDE PVIPOINT OF VERTICAL INTERSECTION POINT OF VERTICAL INTERSECTION RRADIUS RADIUS RCC IIREDMOND CENTRAL CONNECTOR PHASE II REDMOND CENTRAL CONNECTOR PHASE II REF.REFERENCE REFERENCE REINF.REINFORCED REINFORCED RGSRIGID GALVANIZED STEEL RIGID GALVANIZED STEEL RJRESTRAINED JOINT RESTRAINED JOINT RTRIGHT RIGHT R/WRIGHT-OF-WAY RIGHT-OF-WAY SSOUTH SOUTH SDSTORM DRAIN STORM DRAIN SDMHSTORM DRAIN MANHOLE STORM DRAIN MANHOLE SESOUTHEAST SOUTHEAST SHTSHEET SHEET SPA.SPACE OR SPACING SPACE OR SPACING SPEC.SPECIFICATIONS SPECIFICATIONS SSSANITARY SEWER SANITARY SEWER SSMHSANITARY SEWER MANHOLE SANITARY SEWER MANHOLE STA.STATION STATION STDSTANDARD STANDARD STIRR.STIRRUPS STIRRUPS SWSOUTHWEST SOUTHWEST SYMM.SYMMETRICAL SYMMETRICAL TELTELEPHONE TELEPHONE TEMP.TEMPORARY TEMPORARY TESCTEMP. EROSION & SEDIMENT CONTROL TEMP. EROSION & SEDIMENT CONTROL TOCTOP OF CURB TOP OF CURB TOWTOP OF WALL TOP OF WALL TYP.TYPICAL TYPICAL VERT.VERTICAL VERTICAL WWEST WEST W/WITH WITH WSWATER SURFACE WATER SURFACE WSDOTWASHINGTON STATE DEPARTMENT OF WASHINGTON STATE DEPARTMENT OF TRANSPORTATION
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PROPOSED
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DESCRIPTION
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EXISTING
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C
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P
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S
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D
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SUBSURFACE JUNCTION BOX
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SURFACE JUNCTION BOX
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PEDESTRIAN POLE
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TRAFFIC POLE
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TRAFFIC SIGNAL HEAD
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LIGHT POLE ORNAMENTAL
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STREET LIGHT OR UTILITY POLE W/ LIGHT
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LUMINAIRE HEAD
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UTILITY POLE
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WATER METER
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W
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G
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W
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GUY ANCHOR
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C
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P
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POWER VAULT
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COMMUNICATION VAULT
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WATER VALVE
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WATER VAULT
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FIRE HYDRANT
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BOLLARD
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CONIFEROUS TREE
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DECIDUOUS TREE
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TREE REMOVAL
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STORM INLET PROTECTION
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LINE AND HATCHING LEGEND
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L
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ELECTRICAL HANDHOLD
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POWER TRANSFORMER
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TRAFFIC SIGNAL CABINET
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STUMP
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XXXXX
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PROPERTY ADDRESS OR PARCEL NUMBER
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PROPOSED
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DESCRIPTION
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EXISTING
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WOOD FENCE
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EDGE OF WATER
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DITCH/STREAM CENTERLINE
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MODULAR BLOCK WALL
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ROCK WALL
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GRAVEL PATH
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FULL DEPTH ASPHALT CONCRETE PAVEMENT
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PLANTER BED RESTORATION
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SHRUB
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2
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XREF LIST
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========
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Ltscale: 1
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Resolved
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C32443T460
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_O_TTLBLK
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LEGEND, ABBREVIATIONS, AND GENERAL NOTES
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1.02
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Drawing No.
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Project No.
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Checked
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NO.
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BY
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DATE
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REVISIONS
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Approval
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&
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CALL BEFORE YOU DIG
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1-800-424-5555
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Sheet of
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32636D
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MEDINA PARK PARKING IMPROVEMENTS
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CITY OF MEDINA
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2016 Otak, Inc.
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C
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6
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1.HORIZONTAL DATUM: NAD 83/2011 NOTE: PROJECT CONTROL WAS ESTABLISHED BY CONSTRAINING TO SPC COORDINATES, AT CITY OF BELLEVUE SURVEY CONTROL POINTS 74 & 2454. HORIZONTAL DATUM: NAD 83/2011 NOTE: PROJECT CONTROL WAS ESTABLISHED BY CONSTRAINING TO SPC COORDINATES, AT CITY OF BELLEVUE SURVEY CONTROL POINTS 74 & 2454. 2.VERTICAL DATUM: N.A.V.D. 88 PROJECT BENCHMARK CITY OF BELLEVUE SURVEY CONTROL POINT No. V292 ELEV. = 77.50 VERTICAL DATUM: N.A.V.D. 88 PROJECT BENCHMARK CITY OF BELLEVUE SURVEY CONTROL POINT No. V292 ELEV. = 77.50 3.HORIZONTAL CONTROL WAS ESTABLISHED BY A COMBINATION OF FIELD TRAVERSE AND RTK GPS WITH AN ACCURACY THAT MEETS OR EXCEEDS WAC 332-130-090. VERTICAL CONTROL WAS ESTABLISHED HORIZONTAL CONTROL WAS ESTABLISHED BY A COMBINATION OF FIELD TRAVERSE AND RTK GPS WITH AN ACCURACY THAT MEETS OR EXCEEDS WAC 332-130-090. VERTICAL CONTROL WAS ESTABLISHED BY DIFFERENTIAL AND TRIG. LEVELS. 4.LOCATIONS SHOWN ON THIS MAP ARE BASED ON A FIELD SURVEY BY OTAK INC IN MARCH, 2016. LOCATIONS SHOWN ON THIS MAP ARE BASED ON A FIELD SURVEY BY OTAK INC IN MARCH, 2016. 5.ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE.
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SURVEY MAPPING NOTES
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PK NAIL WITH WASHER
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113
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111
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NE 12TH ST
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112
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R/W
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R/W
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R/W
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R/W
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Drawing No.
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Checked
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NO.
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BY
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DATE
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REVISIONS
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Approval
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&
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CALL BEFORE YOU DIG
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1-800-424-5555
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Sheet of
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32636D
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MEDINA PARK PARKING IMPROVEMENTS
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CITY OF MEDINA
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2016 Otak, Inc.
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C
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6
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SURVEY CONTROL PLAN
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1.03
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3
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NOTE: 1.CONSTRUCTION CENTERLINE AND CONSTRUCTION CENTERLINE AND RIGHT-OF-WAY CENTERLINE ARE NOT THE SAME.
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SCALE
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IN FEET
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20'
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0'
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20'
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40'
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HORZ
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THICKENED EDGE
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THICKENED EDGE
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THICKENED EDGE
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GRVL PATH
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GRVL PATH
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GRVL PATH
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GRVL PATH
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PLAQUE
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MEDINA
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PARK
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R/W
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R/W
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R/W
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NE 12TH ST
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SCALE
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IN FEET
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10'
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0'
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10'
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20'
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TESC AND DEMOLITION PLAN
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1.04
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4
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Drawing No.
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Checked
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NO.
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BY
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DATE
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REVISIONS
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Approval
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&
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CALL BEFORE YOU DIG
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1-800-424-5555
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Sheet of
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32636D
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MEDINA PARK PARKING IMPROVEMENTS
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CITY OF MEDINA
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2016 Otak, Inc.
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C
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6
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CONSTRUCTION CENTERLINE, SEE SHEET 1.03 FOR DETAILS. INSTALL STORM DRAIN INLET PROTECTION PER WSDOT STD PLAN I-40.20-00. INSTALL WATTLE PER WSDOT STD PLAN I-30.30-01. CLEARING AND GRUBBING, LIMITS PER PLAN. SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT, LIMITS PER PLAN. REMOVE EXISTING TREE(S)/SHRUB(S). REMOVE EXISTING STAIRS. RELOCATE EXISTING LANDSCAPE ROCK TO NEW LOCATION AS DIRECTED BY CITY. EXISTING TREE(S)/SHRUB(S) TO REMAIN, PROTECT DURING CONSTRUCTION. EXISTING UTILITY TO REMAIN, PROTECT DURING CONSTRUCTION. SALVAGE SIGN FOR LATER INSTALLATION. SALVAGE EXISTING WHEEL STOP AND DELIVER TO CITY MAINTENANCE YARD. COORDINATE WITH CITY PRIOR TO WORK. EXISTING LANDSCAPE FEATURES OR STRUCTURES TO REMAIN, PROTECT DURING CONSTRUCTION.
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1.LOCATION OF TESC MEASURES SHOWN ARE LOCATION OF TESC MEASURES SHOWN ARE APPROXIMATE AND SHALL BE FIELD LOCATED TO ACCOMMODATE SITE CONDITIONS AND WORK SCHEDULE. 2.THE CONTRACTOR SHALL NOT REMOVE ANY THE CONTRACTOR SHALL NOT REMOVE ANY TREES WITHIN THE WORKING LIMITS OF THE PROJECT NOT IDENTIFIED FOR REMOVAL WITHOUT APPROVAL FROM THE ENGINEER.
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GENERAL TESC NOTES
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1
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2
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3
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4
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5
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6
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7
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8
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9
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10
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11
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12
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TESC AND DEMOLITION NOTES
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LEGEND
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INLET PROTECTION
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REMOVAL AREA
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SAWCUT LINE
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CLEARING AND GRUBBING LIMITS
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WATTLE
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TREE REMOVAL
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13
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THICKENED EDGE
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THICKENED EDGE
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THICKENED EDGE
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GRVL PATH
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GRVL PATH
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GRVL PATH
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GRVL PATH
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PLAQUE
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MEDINA
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PARK
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R/W
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R/W
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R/W
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SCALE
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IN FEET
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10'
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0'
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10'
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20'
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NE 12TH ST
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LEGEND
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CONSTRUCTION NOTES
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CONSTRUCTION CENTERLINE, SEE SHEET 1.03 FOR DETAILS. GRIND AND OVERLAY, LIMITS PER PLAN. SEE SHEET 1.06 FOR DETAILS. CONSTRUCT FULL DEPTH ASPHALT CONCRETE PAVEMENT. LIMITS PER PLAN. SEE SHEET 1.06 FOR DETAILS. INSTALL CONCRETE STAIRS AND LANDING WITH RAILING. SEE SHEET 1.06 FOR DETAILS. CONSTRUCT GRAVEL PATH (4" THICK CSTC), MATCH ELEVATION AT STAIRWAY LANDING AND EXISTING GRAVEL PATH. INSTALL ASPHALT WEDGE, SEE SHEET 1.06 FOR DETAILS. RESTORE DISTURBED LANDSCAPE AREA WITH 6" MIN. TOPSOIL AND SEED, LIMITS PER PLAN. NEW WHEEL STOP TO BE SUPPLIED AND INSTALLED BY CITY. INSTALL 4" WHITE PAINT LINE. INSTALL ACCESSIBLE PARKING SPACE SYMBOL PER WSDOT STD PLAN M-17.10-02. INSTALL TRAFFIC ARROW PER WSDOT STD PLAN M-24.40-02. REINSTALL SALVAGED SIGN AT LOCATION SHOWN. INSTALL RESERVED PARKING SIGN, R7-8 (12"x18"). INSTALL MOTORCYCLE PARKING ONLY SIGN, R7-5-16 (12"x18"). NEW SHRUB TO BE PLANTED BY CITY.
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1
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GENERAL NOTES
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1.ALL DIMENSIONS AND STATION AND ALL DIMENSIONS AND STATION AND OFFSET REFERENCES ARE TO FACE OF CURB UNLESS NOTED OTHERWISE.
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HMA PAVEMENT
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FULL DEPTH ASPHALT CONCRETE PAVEMENT
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CEMENT CONCRETE PAVEMENT
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GRAVEL PATH
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SHRUB (BY OTHERS)
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LANDSCAPE RESTORATION
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2
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3
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4
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5
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6
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7
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8
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9
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10
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11
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12
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13
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14
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15
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Drawing No.
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Project No.
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Checked
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NO.
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BY
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DATE
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REVISIONS
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Approval
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&
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CALL BEFORE YOU DIG
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1-800-424-5555
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Sheet of
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32636D
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MEDINA PARK PARKING IMPROVEMENTS
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CITY OF MEDINA
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2016 Otak, Inc.
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C
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6
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SITE PLAN
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1.05
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5
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Drawing No.
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BY
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DATE
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REVISIONS
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Approval
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&
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CALL BEFORE YOU DIG
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1-800-424-5555
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Sheet of
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32636D
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MEDINA PARK PARKING IMPROVEMENTS
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CITY OF MEDINA
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2016 Otak, Inc.
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C
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6
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ASPHALT WEDGE
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NOT TO SCALE
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PAVEMENT SLOPE
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ASPHALT WEDGE (HMA CL. 1/2" PG 64-22)
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DETAILS
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1.06
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6
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2" HMA, CLASS 1/2" PG 64-22, OVERLAY. 2" HMA, CLASS " PG 64-22. 12" PG 64-22. 4" CRUSHED SURFACE TOP COURSE (CSTC). EXISTING HMA PAVEMENT. UNDISTURBED NATIVE MATERIALS OR STRUCTURAL FILL. STRUCTURAL FILL MATERIALS TO CONSIST OF SUITABLE ON-SITE MATERIALS OR CRUSHED SURFACING TOP COURSE AS DESCRIBED IN SPECIFICATIONS, COMPACTED TO 95% OF MAXIMUM DENSITY PER ASTM D-1557.
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1
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3
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4
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5
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NOT TO SCALE
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PAVEMENT SECTION
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CONCRETE STAIR AND RAILING
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NOT TO SCALE
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OVERLAY SECTION
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EXISTING GRADE
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FULL DEPTH SECTION
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%%uSECTION A-A
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A
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A
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%%uNOTES:
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1/4
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%%UPOST DETAIL
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1"
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SLIP JOINTS
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%%USLIP JOINT DETAIL
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%%uNOTES:
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RAILING DETAIL
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NOT TO SCALE
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PAVEMENT PLANING
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NOT TO SCALE
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PLANE EXISTING PAVEMENT AS SHOWN. PROVIDE MIN. 2" DEPTH FOR NEW PAVEMENT AT MATCH. PROVIDE TEMPORARY ASPHALT RAMP UNTIL FINAL PAVING.
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MATCH EXISTING EDGE AND SEAL JOINT
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EXISTING SURFACE
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PLANE SECTION
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EXISTING ASPHALT PAVEMENT
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1.HEIGHT OF RAILING SHALL BE 36" MINIMUM, 38" MAXIMUM TOP OF NOSING TO TOP OF RAILING. HEIGHT OF RAILING SHALL BE 36" MINIMUM, 38" MAXIMUM TOP OF NOSING TO TOP OF RAILING. 2.PEDESTRIAN RAILING SHALL BE CONSTRUCTED AS SHOWN. PEDESTRIAN RAILING SHALL BE CONSTRUCTED AS SHOWN. 3.CLEAR SPACE BETWEEN BALUSTERS SHALL BE A MAXIMUM OF 4". CLEAR SPACE BETWEEN BALUSTERS SHALL BE A MAXIMUM OF 4". 4.ALL STEPS SHALL HAVE HANDRAIL ON BOTH SIDES. ALL STEPS SHALL HAVE HANDRAIL ON BOTH SIDES. 5.CEMENT CONCRETE SHALL BE CLASS 3000, BROOM FINISH. CEMENT CONCRETE SHALL BE CLASS 3000, BROOM FINISH. 6.NUMBER OF STEPS SHALL SUIT INDIVIDUAL CONDITIONS, WITH TREAD AND RISER DIMENSIONS TO SUIT THE GRADE. NUMBER OF STEPS SHALL SUIT INDIVIDUAL CONDITIONS, WITH TREAD AND RISER DIMENSIONS TO SUIT THE GRADE. 7.RISER SHALL BE 5", AND TREAD SHALL BE 14". RISER SHALL BE 5", AND TREAD SHALL BE 14". 8.STAIR SHALL BE CONSTRUCTED TO PROVIDE UNIFORM RISER AND TREAD.STAIR SHALL BE CONSTRUCTED TO PROVIDE UNIFORM RISER AND TREAD.
AutoCAD SHX Text
1.MATERIAL FOR PEDESTRIAN HANDRAIL SHALL BE ALUMINUM (ASTM B-429). MATERIAL FOR PEDESTRIAN HANDRAIL SHALL BE ALUMINUM (ASTM B-429). 2.PROVIDE SLIP JOINTS AT STAIRWAY EXPANSION JOINTS. PROVIDE SLIP JOINTS AT STAIRWAY EXPANSION JOINTS. 3.MAXIMUM OF 4" CLEAR SPACE BETWEEN BALUSTERS.MAXIMUM OF 4" CLEAR SPACE BETWEEN BALUSTERS.
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EXISTING OR PROPOSED PAVEMENT
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EXISTING OR FINISHED GRADE
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1/2" EXPANSION JOINT MATERIAL
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COMPACTED SUBGRADE
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THE RISER TREAD AND BOTTOM ELEMENT OF QUARAIL SHALL BE LESS THAN 6" AT IT'S LARGEST DIMENSION
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#4 BARS 2'-0" O.C.
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#4 BARS
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12" EXPANSION JOINT MATERIAL CONC. CL. 3000
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SLOPE TO DRAIN
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NON-SHRINK GROUT
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16 GA. GALV. STEEL SLEEVE 3" DIA.
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#4 BARS 2'-0" O.C.
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TYP. @ EACH POST FOR ALL RAIL SECTIONS
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34" SCH 40 (STD PIPE) BALUSTERS INSERTED IN HOLE AND TACK WELDED OPPOSITE TRAFFIC
