city of medina82d584eb-93ee-48b4-b853...city of medina midland road 2016 storm drainage improvements...
TRANSCRIPT
CITY OF MEDINA
MIDLAND ROAD
2016 STORM DRAINAGE IMPROVEMENTS
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VICINITY MAP
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LOCATION
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PROJECT
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NOT TO SCALE
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LOCATION MAP
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NOT TO SCALE
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LOCATION
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PROJECT
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June 2016
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SHEET INDEX
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Resolved
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KCRD
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RED ROAD
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GIS BNDY
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NE 5TH ST
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84TH AVE NE
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UPLAND RD
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SR 520
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MIDLAND RD
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RIDGE RD
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NE 2ND PL
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Suite 200
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www.otak.com
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FAX: (425) 827-9577
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Phone: (425) 822-4446
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Redmond, Washington 98052
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11241 Willows Road NE
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OVERLAKE DR W
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OVERLAKE DR E
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OVERLAKE DR W
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DRAWING NO.
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DESCRIPTION
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1.01
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COVER
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1.02
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LEGEND, ABBREVIATIONS, AND GENERAL NOTES
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1.03
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HORIZONTAL ALIGNMENT AND SURVEY CONTROL PLAN
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1.04
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TESC AND DEMOLITION PLAN
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1.05
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TESC AND DEMOLITION PLAN
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1.06
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ROADWAY AND DRAINAGE PLAN AND PROFILE
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1.07
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ROADWAY AND DRAINAGE PLAN AND PROFILE
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1.08
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ROADWAY AND DRAINAGE PLAN AND PROFILE
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1.09
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DETAILS
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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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SAWCUT LINE
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WATTLE
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UTILITY REMOVAL
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PAVEMENT REMOVAL AREA
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HMA PAVEMENT OVERLAY
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CONCRETE DRIVEWAY
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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 TESTING 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 CLCENTERLINE 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 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 WSDOTWASHINGTON STATE DEPARTMENT OF TRANSPORTATION WASHINGTON STATE DEPARTMENT OF TRANSPORTATION WSWATER SURFACEWATER SURFACE
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EXISTING
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PROPOSED
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DESCRIPTION
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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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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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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 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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LANDSCAPE RESTORATION
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FULL DEPTH ASPHALT CONC. PAVEMENT
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2
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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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1-800-424-5555
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Sheet of
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32636F
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2016 STORM DRAINAGE IMPROVEMENTS - MIDLAND ROAD
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CITY OF MEDINA
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2016 Otak, Inc.
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C
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MIDLAND RD
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UPLAND RD
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84TH AVE NE
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8404
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PATT
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T.L. 644730-0225
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PYLE
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8416
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T.L. 644730-0220
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8432
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RIESE
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T.L. 644730-0215
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8430
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COTTER
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T.L. 644730-0210
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8436
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BREKKE
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T.L. 644730-0205
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8448
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CUTLER
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T.L. 644730-0200
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8444
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VEITH
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T.L. 644730-0195
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8460
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WOODMAN
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T.L. 644730-0190
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309
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SMITH
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T.L. 644730-0185
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304
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EBEL
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T.L. 644730-0335
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8715
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CHEW
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T.L. 644730-0320
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227
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SABETIA
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T.L. 644730-0325
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8467
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MARTIN
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T.L. 644730-0100
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8457
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PARKS
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T.L. 644730-0096
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8445
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EASTERN
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T.L. 644730-0090
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8435
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PAISLEY
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T.L. 644730-0085
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8423
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KYLE
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T.L. 644730-0080
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214
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WONG
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T.L. 644730-0125
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8411
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MILAM
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T.L. 644730-0130
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R/W
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R/W
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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 2241 & 3085. HORIZONTAL DATUM: NAD 83/2011 NOTE: PROJECT CONTROL WAS ESTABLISHED BY CONSTRAINING TO SPC COORDINATES, AT CITY OF BELLEVUE SURVEY CONTROL POINTS 2241 & 3085. 2.VERTICAL DATUM: N.A.V.D. 88 PROJECT BENCHMARK CITY OF BELLEVUE SURVEY CONTROL POINT No. V408 ELEV. = 74.00 VERTICAL DATUM: N.A.V.D. 88 PROJECT BENCHMARK CITY OF BELLEVUE SURVEY CONTROL POINT No. V408 ELEV. = 74.00 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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EXISTING MONUMENT IN CASE
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PK NAIL WITH WASHER
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3
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HORIZONTAL ALIGNMENT AND SURVEY CONTROL PLAN
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1.03
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Drawing No.
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1-800-424-5555
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Sheet of
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32636F
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2016 STORM DRAINAGE IMPROVEMENTS - MIDLAND ROAD
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CITY OF MEDINA
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2016 Otak, Inc.
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C
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9
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IN FEET
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HORZ
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50'
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0'
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50'
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100'
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NOTE: 1.CONSTRUCTION CENTERLINE AND CONSTRUCTION CENTERLINE AND RIGHT-OF-WAY CENTERLINE ARE NOT THE SAME.
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GRVL
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CONC.
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CONC.
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CONC.
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ASPH
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ASPH
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ASPH
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CONC.
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ASPH
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CONC.
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ASPH
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CONC.
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ASPH
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GRASS
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GRASS
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5
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4
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8411
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MILAM
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84TH AVE NE
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MIDLAND ROAD
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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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R/W
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ASPH
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ASPH
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ASPH
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ASPH
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CONC.
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CONC.
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CONC.
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ASPH
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CONC.
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ASPH
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CONC.
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CONC.
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CONC.
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CONC.
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ASPH
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CONC.
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GRASS
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PLANTER
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GRASS
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FND 2 R&C
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LS #15025
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3
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2
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MIDLAND ROAD
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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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R/W
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R/W
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4
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TESC AND DEMOLITION PLAN
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1.04
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Drawing No.
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Checked
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NO.
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REVISIONS
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Approval
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1-800-424-5555
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Sheet of
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32636F
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2016 STORM DRAINAGE IMPROVEMENTS - MIDLAND ROAD
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CITY OF MEDINA
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2016 Otak, Inc.
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C
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9
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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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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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SAWCUT AND REMOVE EXISTING PAVEMENT, LIMITS PER PLAN. REMOVE EXISTING STORM DRAINAGE, LIMITS PER PLAN. INSTALL STORM DRAIN INLET PROTECTION PER WSDOT STD PLAN I-40.20-00. EXISTING UTILITY TO REMAIN, PROTECT DURING CONSTRUCTION. PROTECT EXISTING MONUMENT OR SURVEY BENCHMARKS DURING CONSTRUCTION. CONSTRUCTION CENTERLINE, SEE SHEET 1.03 FOR DETAILS. EXISTING TREE(S) AND SHRUB(S) TO REMAIN, PROTECT DURING CONSTRUCTION. EXISTING LANDSCAPE FEATURES OR STRUCTURE TO REMAIN, PROTECT DURING CONSTRUCTION. EXISTING DRIVEWAY PAVEMENT TO REMAIN, PROTECT DURING CONSTRUCTION. ACCESS SHALL BE MAINTAINED AT ALL TIMES. REMOVE EXISTING TREE(S)/SHRUB(S) AS NECESSARY TO ACCOMMODATE NEW IMPROVEMENTS. INSTALL WATTLE PER WSDOT STD PLAN I-30.30-01. REMOVE EXISTING FENCE.
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1.CATCH BASIN INLET PROTECTION SHALL BE CATCH BASIN INLET PROTECTION SHALL BE PROVIDED AND MAINTAINED AT ALL EXISTING AND PROPOSED CATCH BASIN PRIOR TO AND FOR THE DURATION OF CONSTRUCTION OPERATIONS. PROTECTION MEASURES FOR PROPOSED CATCH BASINS ARE NOT SHOWN ON TESC PLAN FOR CLARIFICATION. 2.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. 3.CONTRACTOR SHALL INSTALL HIGH CONTRACTOR SHALL INSTALL HIGH VISIBILITY FENCE PER WSDOT STD PLAN I-10.10-01 AS DIRECTED BY CITY INSPECTOR. 4.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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6
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8
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TESC AND DEMOLITION NOTES
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5
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7
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9
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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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10
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WATTLE
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11
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12
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MATCHLINE SEE BELOW
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MATCHLINE SEE ABOVE
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MATCHLINE SEE DWG. 1.04
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XREF LIST
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========
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Ltscale: 1
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--------
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Resolved
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--------
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_O_TTLBLK
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C32636FN030
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SHEETLAYOUT
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C32636FR270
AutoCAD SHX Text
S32636FB190
AutoCAD SHX Text
C32636FT460
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--------
AutoCAD SHX Text
CONC.
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GRVL
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ASPH
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GRASS
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GRASS
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GRVL
AutoCAD SHX Text
GRVL
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CHAINLINK FNC
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BRICK DW
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FND R&C
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LS #17979
AutoCAD SHX Text
1
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MIDLAND RD
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UPLAND RD
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R/W
AutoCAD SHX Text
R/W
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R/W
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R/W
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R/W
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5
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TESC AND DEMOLITION PLAN
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1.05
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Drawing No.
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Project No.
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Checked
AutoCAD SHX Text
NO.
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BY
AutoCAD SHX Text
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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32636F
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2016 STORM DRAINAGE IMPROVEMENTS - MIDLAND ROAD
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CITY OF MEDINA
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2016 Otak, Inc.
AutoCAD SHX Text
C
AutoCAD SHX Text
9
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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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SAWCUT AND REMOVE EXISTING PAVEMENT, LIMITS PER PLAN. REMOVE EXISTING STORM DRAINAGE, LIMITS PER PLAN. INSTALL STORM DRAIN INLET PROTECTION PER WSDOT STD PLAN I-40.20-00. EXISTING UTILITY TO REMAIN, PROTECT DURING CONSTRUCTION. PROTECT EXISTING MONUMENT OR SURVEY BENCHMARKS DURING CONSTRUCTION. CONSTRUCTION CENTERLINE, SEE SHEET 1.03 FOR DETAILS. EXISTING TREE(S) AND SHRUB(S) TO REMAIN, PROTECT DURING CONSTRUCTION. EXISTING LANDSCAPE FEATURES OR STRUCTURE TO REMAIN, PROTECT DURING CONSTRUCTION. EXISTING DRIVEWAY PAVEMENT TO REMAIN, PROTECT DURING CONSTRUCTION. ACCESS SHALL BE MAINTAINED AT ALL TIMES. REMOVE EXISTING TREE(S)/SHRUB(S) AS NECESSARY TO ACCOMMODATE NEW IMPROVEMENTS. INSTALL WATTLE PER WSDOT STD PLAN I-30.30-01. REMOVE EXISTING FENCE.
AutoCAD SHX Text
1.CATCH BASIN INLET PROTECTION SHALL BE CATCH BASIN INLET PROTECTION SHALL BE PROVIDED AND MAINTAINED AT ALL EXISTING AND PROPOSED CATCH BASIN PRIOR TO AND FOR THE DURATION OF CONSTRUCTION OPERATIONS. PROTECTION MEASURES FOR PROPOSED CATCH BASINS ARE NOT SHOWN ON TESC PLAN FOR CLARIFICATION. 2.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. 3.CONTRACTOR SHALL INSTALL HIGH CONTRACTOR SHALL INSTALL HIGH VISIBILITY FENCE PER WSDOT STD PLAN I-10.10-01 AS DIRECTED BY CITY INSPECTOR. 4.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
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
6
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8
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TESC AND DEMOLITION NOTES
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5
AutoCAD SHX Text
7
AutoCAD SHX Text
9
AutoCAD SHX Text
LEGEND
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INLET PROTECTION
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REMOVAL AREA
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SAWCUT LINE
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10
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WATTLE
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11
AutoCAD SHX Text
12
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MATCHLINE SEE DWG. 1.03
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XREF LIST
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========
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Ltscale: 1
AutoCAD SHX Text
--------
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Resolved
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--------
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_O_TTLBLK
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C32636FN030
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SHEETLAYOUT
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C32636FR270
AutoCAD SHX Text
S32636FB190
AutoCAD SHX Text
C32636FT460
AutoCAD SHX Text
--------
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GRVL
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CONC.
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CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
ASPH
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ASPH
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
CONC.
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ASPH
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CONC.
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ASPH
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GRASS
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GRASS
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5
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4
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T.L. 644730-0210
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8411
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MILAM
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T.L. 644730-0130
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84TH AVE NE
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MIDLAND ROAD
AutoCAD SHX Text
15
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10
AutoCAD SHX Text
7
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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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R/W
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R/W
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8
AutoCAD SHX Text
5
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SAME CB
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EXIST. 8" SEWER, IE = 87.5
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EXISTING GRADE AT CONSTRUCTION CENTERLINE
AutoCAD SHX Text
6
AutoCAD SHX Text
ROADWAY AND DRAINAGE PLAN AND PROFILE
AutoCAD SHX Text
1.06
AutoCAD SHX Text
Drawing No.
AutoCAD SHX Text
Project No.
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Checked
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NO.
AutoCAD SHX Text
BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
Approval
AutoCAD SHX Text
&
AutoCAD SHX Text
CALL BEFORE YOU DIG
AutoCAD SHX Text
1-800-424-5555
AutoCAD SHX Text
Sheet of
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32636F
AutoCAD SHX Text
2016 STORM DRAINAGE IMPROVEMENTS - MIDLAND ROAD
AutoCAD SHX Text
CITY OF MEDINA
AutoCAD SHX Text
2016 Otak, Inc.
AutoCAD SHX Text
C
AutoCAD SHX Text
9
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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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SCALE
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IN FEET
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5'
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0'
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5'
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10'
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VERT
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HORZ
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MATCHLINE SEE DWG. 1.07
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1
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CONSTRUCTION NOTES
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GRIND AND OVERLAY ROADWAY, LIMITS PER PLAN. SEE SHEET 1.09 FOR DETAILS. REPLACE EXISTING GRAVEL ROAD WITH FULL DEPTH ASPHALT CONCRETE PAVEMENT, LIMITS PER PLAN. SEE SHEET 1.09 FOR PAVEMENT SECTION. RESTORE LANDSCAPE AREA PER DETAIL ON SHEET 1.09. PROPERTY OWNER TO RESTORE CONCRETE DRIVEWAY. INSTALL NEW STORM DRAINAGE STRUCTURE. SIZE AND TYPE PER PLAN. INSTALL NEW STORM DRAINAGE PIPE. LENGTH, TYPE, AND SLOPE PER PLAN. SEE SHEET 1.09 FOR TRENCH RESTORATION. CONNECT TO EXISTING STORM DRAINAGE SYSTEM. ADJUST EXISTING CATCH BASIN OR MANHOLE TO FINISHED GRADE. INSTALL RAINSTOP PER DETAIL ON SHEET 1.09. INSTALL CATCH BASIN APRON PER DETAIL ON SHEET 1.09. CONSTRUCTION CENTERLINE, SEE SHEET 1.03 FOR DETAILS. RELOCATE EXISTING MAILBOX(S) AS SHOWN. INSTALL GRAVITY BLOCK WALL PER DETAIL ON SHEET 1.09. INSTALL DENSE PAD (DOW ETHAFOAM 220 OR APPROVED EQUAL) IF PIPE VERTICAL CLEARANCE IS LESS THAN 12". POTHOLE EXISTING UTILITY PRIOR TO CONSTRUCTION. NOTIFY ENGINEER IF CONFLICTS EXIST. REPLACE EXISTING DISTURBED VEGETATION IN KIND. REPLACE CHAINLINK FENCE. RECONSTRUCT ASPHALT CONCRETE DRIVEWAY TO LIMIT SHOWN.
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
RAINSTOP
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HMA PAVEMENT OVERLAY
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2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
8
AutoCAD SHX Text
9
AutoCAD SHX Text
FULL DEPTH ASPHALT CONCRETE PAVEMENT
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CONCRETE DRIVEWAY
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LANDSCAPE RESTORATION AREA
AutoCAD SHX Text
10
AutoCAD SHX Text
11
AutoCAD SHX Text
12
AutoCAD SHX Text
BLOCK WALL
AutoCAD SHX Text
13
AutoCAD SHX Text
14
AutoCAD SHX Text
15
AutoCAD SHX Text
16
AutoCAD SHX Text
17
AutoCAD SHX Text
18
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XREF LIST
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========
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Ltscale: 1
AutoCAD SHX Text
--------
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Resolved
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--------
AutoCAD SHX Text
_O_TTLBLK
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SHEETLAYOUT
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C32636FR270
AutoCAD SHX Text
S32636FB190
AutoCAD SHX Text
C32636FR900
AutoCAD SHX Text
C32636FN031
AutoCAD SHX Text
C32636FR500
AutoCAD SHX Text
C32636FG430
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--------
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ASPH
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
CONC.
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GRASS
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PLANTER
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GRASS
AutoCAD SHX Text
FND 2 R&C
AutoCAD SHX Text
LS #15025
AutoCAD SHX Text
3
AutoCAD SHX Text
2
AutoCAD SHX Text
MIDLAND ROAD
AutoCAD SHX Text
5
AutoCAD SHX Text
10
AutoCAD SHX Text
7
AutoCAD SHX Text
10
AutoCAD SHX Text
15
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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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R/W
AutoCAD SHX Text
R/W
AutoCAD SHX Text
R/W
AutoCAD SHX Text
R/W
AutoCAD SHX Text
10
AutoCAD SHX Text
15
AutoCAD SHX Text
5
AutoCAD SHX Text
SAME CB
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EXIST. 8" SEWER, IE = 99.0
AutoCAD SHX Text
EXISTING GRADE AT CONSTRUCTION CENTERLINE
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7
AutoCAD SHX Text
ROADWAY AND DRAINAGE PLAN AND PROFILE
AutoCAD SHX Text
1.07
AutoCAD SHX Text
Drawing No.
AutoCAD SHX Text
Project No.
AutoCAD SHX Text
Checked
AutoCAD SHX Text
NO.
AutoCAD SHX Text
BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
Approval
AutoCAD SHX Text
&
AutoCAD SHX Text
CALL BEFORE YOU DIG
AutoCAD SHX Text
1-800-424-5555
AutoCAD SHX Text
Sheet of
AutoCAD SHX Text
32636F
AutoCAD SHX Text
2016 STORM DRAINAGE IMPROVEMENTS - MIDLAND ROAD
AutoCAD SHX Text
CITY OF MEDINA
AutoCAD SHX Text
2016 Otak, Inc.
AutoCAD SHX Text
C
AutoCAD SHX Text
9
AutoCAD SHX Text
SCALE
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IN FEET
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20'
AutoCAD SHX Text
0'
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20'
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40'
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SCALE
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IN FEET
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5'
AutoCAD SHX Text
0'
AutoCAD SHX Text
5'
AutoCAD SHX Text
10'
AutoCAD SHX Text
VERT
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HORZ
AutoCAD SHX Text
MATCHLINE SEE DWG. 1.06
AutoCAD SHX Text
MATCHLINE SEE DWG. 1.08
AutoCAD SHX Text
1
AutoCAD SHX Text
CONSTRUCTION NOTES
AutoCAD SHX Text
GRIND AND OVERLAY ROADWAY, LIMITS PER PLAN. SEE SHEET 1.09 FOR DETAILS. REPLACE EXISTING GRAVEL ROAD WITH FULL DEPTH ASPHALT CONCRETE PAVEMENT, LIMITS PER PLAN. SEE SHEET 1.09 FOR PAVEMENT SECTION. RESTORE LANDSCAPE AREA PER DETAIL ON SHEET 1.09. PROPERTY OWNER TO RESTORE CONCRETE DRIVEWAY. INSTALL NEW STORM DRAINAGE STRUCTURE. SIZE AND TYPE PER PLAN. INSTALL NEW STORM DRAINAGE PIPE. LENGTH, TYPE, AND SLOPE PER PLAN. SEE SHEET 1.09 FOR TRENCH RESTORATION. CONNECT TO EXISTING STORM DRAINAGE SYSTEM. ADJUST EXISTING CATCH BASIN OR MANHOLE TO FINISHED GRADE. INSTALL RAINSTOP PER DETAIL ON SHEET 1.09. INSTALL CATCH BASIN APRON PER DETAIL ON SHEET 1.09. CONSTRUCTION CENTERLINE, SEE SHEET 1.03 FOR DETAILS. RELOCATE EXISTING MAILBOX(S) AS SHOWN. INSTALL GRAVITY BLOCK WALL PER DETAIL ON SHEET 1.09. INSTALL DENSE PAD (DOW ETHAFOAM 220 OR APPROVED EQUAL) IF PIPE VERTICAL CLEARANCE IS LESS THAN 12". POTHOLE EXISTING UTILITY PRIOR TO CONSTRUCTION. NOTIFY ENGINEER IF CONFLICTS EXIST. REPLACE EXISTING DISTURBED VEGETATION IN KIND. REPLACE CHAINLINK FENCE. RECONSTRUCT ASPHALT CONCRETE DRIVEWAY TO LIMIT SHOWN.
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
RAINSTOP
AutoCAD SHX Text
HMA PAVEMENT OVERLAY
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
8
AutoCAD SHX Text
9
AutoCAD SHX Text
FULL DEPTH ASPHALT CONCRETE PAVEMENT
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CONCRETE DRIVEWAY
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LANDSCAPE RESTORATION AREA
AutoCAD SHX Text
10
AutoCAD SHX Text
11
AutoCAD SHX Text
12
AutoCAD SHX Text
BLOCK WALL
AutoCAD SHX Text
13
AutoCAD SHX Text
14
AutoCAD SHX Text
15
AutoCAD SHX Text
16
AutoCAD SHX Text
17
AutoCAD SHX Text
18
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XREF LIST
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========
AutoCAD SHX Text
Ltscale: 1
AutoCAD SHX Text
--------
AutoCAD SHX Text
Resolved
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--------
AutoCAD SHX Text
_O_TTLBLK
AutoCAD SHX Text
SHEETLAYOUT
AutoCAD SHX Text
C32636FR270
AutoCAD SHX Text
S32636FB190
AutoCAD SHX Text
C32636FR900
AutoCAD SHX Text
C32636FN031
AutoCAD SHX Text
C32636FR500
AutoCAD SHX Text
C32636FG430
AutoCAD SHX Text
--------
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
GRVL
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRVL
AutoCAD SHX Text
GRVL
AutoCAD SHX Text
CHAINLINK FNC
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BRICK DW
AutoCAD SHX Text
FND R&C
AutoCAD SHX Text
LS #17979
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1
AutoCAD SHX Text
304
AutoCAD SHX Text
EBEL
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T.L. 644730-0335
AutoCAD SHX Text
8715
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CHEW
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T.L. 644730-0320
AutoCAD SHX Text
227
AutoCAD SHX Text
SABETIA
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T.L. 644730-0325
AutoCAD SHX Text
8467
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MARTIN
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T.L. 644730-0100
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MIDLAND RD
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UPLAND RD
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6
AutoCAD SHX Text
10
AutoCAD SHX Text
5
AutoCAD SHX Text
10
AutoCAD SHX Text
7
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
R/W
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R/W
AutoCAD SHX Text
R/W
AutoCAD SHX Text
R/W
AutoCAD SHX Text
R/W
AutoCAD SHX Text
10
AutoCAD SHX Text
5
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EXISTING:
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PROPOSED:
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OUTFALL IE = 112.99
AutoCAD SHX Text
EXISTING GRADE AT CONSTRUCTION CENTERLINE
AutoCAD SHX Text
FINISHED GRADE AT CONSTRUCTION CENTERLINE
AutoCAD SHX Text
8
AutoCAD SHX Text
ROADWAY AND DRAINAGE PLAN AND PROFILE
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1.08
AutoCAD SHX Text
Drawing No.
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Project No.
AutoCAD SHX Text
Checked
AutoCAD SHX Text
NO.
AutoCAD SHX Text
BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
Approval
AutoCAD SHX Text
&
AutoCAD SHX Text
CALL BEFORE YOU DIG
AutoCAD SHX Text
1-800-424-5555
AutoCAD SHX Text
Sheet of
AutoCAD SHX Text
32636F
AutoCAD SHX Text
2016 STORM DRAINAGE IMPROVEMENTS - MIDLAND ROAD
AutoCAD SHX Text
CITY OF MEDINA
AutoCAD SHX Text
2016 Otak, Inc.
AutoCAD SHX Text
C
AutoCAD SHX Text
9
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
IN FEET
AutoCAD SHX Text
20'
AutoCAD SHX Text
0'
AutoCAD SHX Text
20'
AutoCAD SHX Text
40'
AutoCAD SHX Text
SCALE
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IN FEET
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5'
AutoCAD SHX Text
0'
AutoCAD SHX Text
5'
AutoCAD SHX Text
10'
AutoCAD SHX Text
VERT
AutoCAD SHX Text
HORZ
AutoCAD SHX Text
MATCHLINE SEE DWG. 1.07
AutoCAD SHX Text
1
AutoCAD SHX Text
CONSTRUCTION NOTES
AutoCAD SHX Text
GRIND AND OVERLAY ROADWAY, LIMITS PER PLAN. SEE SHEET 1.09 FOR DETAILS. REPLACE EXISTING GRAVEL ROAD WITH FULL DEPTH ASPHALT CONCRETE PAVEMENT, LIMITS PER PLAN. SEE SHEET 1.09 FOR PAVEMENT SECTION. RESTORE LANDSCAPE AREA PER DETAIL ON SHEET 1.09. PROPERTY OWNER TO RESTORE CONCRETE DRIVEWAY. INSTALL NEW STORM DRAINAGE STRUCTURE. SIZE AND TYPE PER PLAN. INSTALL NEW STORM DRAINAGE PIPE. LENGTH, TYPE, AND SLOPE PER PLAN. SEE SHEET 1.09 FOR TRENCH RESTORATION. CONNECT TO EXISTING STORM DRAINAGE SYSTEM. ADJUST EXISTING CATCH BASIN OR MANHOLE TO FINISHED GRADE. INSTALL RAINSTOP PER DETAIL ON SHEET 1.09. INSTALL CATCH BASIN APRON PER DETAIL ON SHEET 1.09. CONSTRUCTION CENTERLINE, SEE SHEET 1.03 FOR DETAILS. RELOCATE EXISTING MAILBOX(S) AS SHOWN. INSTALL GRAVITY BLOCK WALL PER DETAIL ON SHEET 1.09. INSTALL DENSE PAD (DOW ETHAFOAM 220 OR APPROVED EQUAL) IF PIPE VERTICAL CLEARANCE IS LESS THAN 12". POTHOLE EXISTING UTILITY PRIOR TO CONSTRUCTION. NOTIFY ENGINEER IF CONFLICTS EXIST. REPLACE EXISTING DISTURBED VEGETATION IN KIND. REPLACE CHAINLINK FENCE. RECONSTRUCT ASPHALT CONCRETE DRIVEWAY TO LIMIT SHOWN.
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
RAINSTOP
AutoCAD SHX Text
HMA PAVEMENT OVERLAY
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
8
AutoCAD SHX Text
9
AutoCAD SHX Text
FULL DEPTH ASPHALT CONCRETE PAVEMENT
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CONCRETE DRIVEWAY
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LANDSCAPE RESTORATION AREA
AutoCAD SHX Text
10
AutoCAD SHX Text
11
AutoCAD SHX Text
12
AutoCAD SHX Text
BLOCK WALL
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13
AutoCAD SHX Text
14
AutoCAD SHX Text
15
AutoCAD SHX Text
16
AutoCAD SHX Text
17
AutoCAD SHX Text
18
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XREF LIST
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========
AutoCAD SHX Text
Ltscale: 1
AutoCAD SHX Text
--------
AutoCAD SHX Text
Resolved
AutoCAD SHX Text
--------
AutoCAD SHX Text
_O_TTLBLK
AutoCAD SHX Text
SHEETLAYOUT
AutoCAD SHX Text
C32636FR270
AutoCAD SHX Text
S32636FB190
AutoCAD SHX Text
C32636FR900
AutoCAD SHX Text
C32636FN031
AutoCAD SHX Text
C32636FR500
AutoCAD SHX Text
C32636FG430
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--------
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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
AutoCAD SHX Text
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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32636F
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2016 STORM DRAINAGE IMPROVEMENTS - MIDLAND ROAD
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CITY OF MEDINA
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2016 Otak, Inc.
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C
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9
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9
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DETAILS
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1.09
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GRIND EXISTING ROADWAY, AND OVERLAY WITH 2" HMA CLASS 1/2" PG 64-22. 6" CRUSHED SURFACE TOP COURSE (CSTC). NOT USED. EXISTING GRADE OR PROPOSED FINISHED GRADE. FINISHED GRADE SHALL NOT BE STEEPER THAN 3H:1V UNLESS NOTED OTHERWISE. SUBGRADE COMPACTED TO 95% OF MAXIMUM DENSITY PER ASTM D-1557. SUBGRADE TO CONSIST OF UNDISTURBED NATIVE MATERIALS OR STRUCTURAL FILL. STRUCTURAL FILL MATERIAL TO CONSIST OF SUITABLE ON-SITE MATERIALS OR GRAVEL BORROW. EXISTING HMA PAVEMENT. 4" HMA, CLASS " PG 64-22. 12" PG 64-22. RAINSTOP, LIMITS PER PLAN. GRAVITY BLOCK WALL, LIMITS PER PLAN.
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3
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4
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5
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PAVEMENT SECTION NOTES
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VARIES
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2%
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NOT TO SCALE
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PAVEMENT PLANING AND OVERLAY SECTION
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NOT TO SCALE
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FULL DEPTH PAVEMENT SECTION
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NOT TO SCALE
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TYPICAL TRENCH DETAIL
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NOT TO SCALE
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CATCH BASIN APRON
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CATCH BASIN, LOCATION PER PLAN
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RAINSTOP DETAIL
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NOT TO SCALE
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ROADWAY SLOPE
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DRIVEWAY SLOPE
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%%USECTION
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%%UPLAN
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ROADWAY SLOPE
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DRIVEWAY SLOPE
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RAINSTOP LOCATION
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EXISTING DRIVEWAY
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6
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7
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8
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VARIES
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2%
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RAINSTOP
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CONSTRUCTION
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LARGER THAN 15" DIA.
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W=1-1/2 x PIPE DIA. + 18" FOR PIPE
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W=40" FOR 15" DIA. PIPE & SMALLER
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NOTES: 1.ALL DENSITIES SHALL BE AS ALL DENSITIES SHALL BE AS DETERMINED BY MODIFIED PROCTOR (ASTM D1557) 2.TRENCH WIDTH IN PAVED ROADWAYS TRENCH WIDTH IN PAVED ROADWAYS ARE NOT TO EXCEED 6'-0". IF CONDITIONS REQUIRE A WIDER TRENCH, A SPECIAL DESIGN MUST BE SUMBITTED AND APPROVED BY THE CITY.
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PIPE ZONE BEDDING PER WSDOT STD SPEC. 9-03.12(3)
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SUITABLE NATIVE MATERIAL, UNLESS OTHERWISE DIRECTED BY THE ENGINEER, COMPACTED TO 90% MAXIMUM DENSITY, IN 6" MAX.
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PAVEMENT RESTORATION PER FULL DEPTH PAVEMENT SECTION THIS SHEET
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SAWCUT (THOROUGHLY TACK EDGE OF SAWCUT PRIOR TO PLACING PATCH)
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EXIST. ASPHALT PAVEMENT
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EXIST. GRADE
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TYPICAL TRENCH WITH PAVEMENT PATCH
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TYPICAL TRENCH WITH LANDSCAPE RESTORATION
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RESTORE DISTURBED LANDSCAPE AREA WITH 6' MIN. TOPSOIL AND SEED
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CSTC PER WSDOT STD SPEC 9-03.9(3) COMPACTED TO 95% MAXIMUM DENSITY, IN 6" MAX.
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PAVEMENT PLANING
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NOT TO SCALE
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SPECIFICATIONS AND RECOMMENDATIONS.
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MODULAR BLOCK WALL SHALL BE INSTALLED PER MANUFACTURER'S
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PROVIDE 6" PERF. PVC (SDR 35 OR GREATER)
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COMPACTED SUBGRADE
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UNDISTURBED SOIL OR
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AND CONNNECT TO STORM DRAIN
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NON-WOVEN GEOTEXTILE FABRIC PER WSDOT STD SPEC. 9-33
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1
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8
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LEVELING PAD, MIN. 6" THICK CSTC COMPACTED TO 95% OF MAXIMUM DENSITY
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MIN. 1 BLOCK BELOW
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FINISHED GRADE
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%%UNOTE:
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1.
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TOP OF
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WALL
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OF WALL
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BOTTOM
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GRAVITY (MODULAR) BLOCK WALL
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FINISHED GRADE
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NOT TO SCALE
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9
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STATION/OFFSET PER PLAN
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12" MIN. THICKNESS OF GRAVEL BACKFILL FOR DRAINS PER WSDOT 9-03.12(4)
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12" OF TOPSOIL AND SEED
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EXISTING GRADE
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WALL TABLE
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STATION
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OFFSET
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18+50.00
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TOP OF WALL
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118.10
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118.25
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118.96
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119.28
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118.93
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118.65
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BOTTOM OF WALL
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116.50
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116.70
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117.00
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117.31
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117.62
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117.38
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H
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1.60
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1.55
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1.96
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1.97
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1.31
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1.27
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118.20
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117.19
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1.01
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8.50 LT
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18+60.00
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8.50 LT
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18+80.00
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8.50 LT
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19+00.00
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8.50 LT
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19+20.00
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8.50 LT
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19+40.00
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8.50 LT
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19+60.00
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8.50 LT
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EXISTING ASPHALT PAVEMENT
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NOTES: 1.PLANE EXISTING PAVEMENT AS SHOWN. PROVIDE MIN. 2" PLANE EXISTING PAVEMENT AS SHOWN. PROVIDE MIN. 2" DEPTH FOR NEW PAVEMENT AT MATCH. 2.PROVIDE TEMPORARY ASPHALT RAMP UNTIL FINAL PAVING.PROVIDE TEMPORARY ASPHALT RAMP UNTIL FINAL PAVING.
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EXISTING SURFACE
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MATCH EXISTING EDGE AND SEAL JOINT
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PLANE SECTION
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%%UBUTT JOINT
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2" COMPACTED DEPTH HMA
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ASPHALT RAINSTOP (HMA CL. 1/2" PG 64-22)