jones & henry engineers, ltd. - sandusky county schwochow ditch... · jones & henry...
TRANSCRIPT
Jones & Henry Engineers, Ltd.www.jheng.com Fluid Thinking...TM
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B-2
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LP
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MH
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TOL-7098001CLEG
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08/01/16
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03-V20
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Note: All Notes On The Drawings Bear The Same Importance. Some Notes And Dimensions Are Bold To Aid In Reading The Drawings In Areas Of High Graphic Density.
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Manhole
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Power Pole Or Telephone Pole
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Light Pole
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Fire Hydrant Or Yard Hydrant
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Valve
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Clean Out
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Iron Pin (Or Labeled Post, Marker Etc.)
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Catch Basin
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Soil Boring
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TOPOGRAPHY LEGEND
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PP
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FH,YH
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CO
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IP
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CB
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Boring
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NOTE: ACCURACY OF EXISTING ELEVATIONS AND DIMENSIONS ACCURACY OF EXISTING ELEVATIONS AND DIMENSIONS IS NOT GUARANTEED. FIELD VERIFY BEFORE CONSTRUCTION.
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STANDARD ABBREVIATIONS
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Alum.Aluminum Aluminum Ave.Avenue Avenue BMBench Mark Bench Mark BFBlind Flange Blind Flange Bldg.Building Building c/cCenter To Center Center To Center Ck'd Pl.Checkered Plate Checkered Plate Conc.Concrete Concrete CRCurb Ramp Curb Ramp Dia.Diameter Diameter Dwg.Drawing Drawing EWEach Way Each Way EFEach Face Each Face Ecc.Eccentric Eccentric El.Elevation Elevation EEast East Exist.Existing Existing FFlange Flange ' or Ft.Feet or Foot Feet or Foot Gal.Gallon Gallon Gr.Grade Grade Hor.Horizontal Horizontal IPSIron Pin Set Iron Pin Set MAGMag Nail Mag Nail " or in.InchInch
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IDInside Diameter Inside Diameter Inv. El.Invert Elevation Invert Elevation Max.Maximum Maximum MHManhole Manhole MJMechanical Joint Mechanical Joint Min.Minimum Minimum NNorth North NTSNot To Scale Not To Scale OCOn Center On Center ODOutside Diameter Outside Diameter PEPlain End Plain End RRadius Radius RRRailroad Railroad SSouth South Sch.Schedule Schedule Sh.Sheet Sheet SSStainless Steel Stainless Steel St.Street Street Sta.Station Station T&BTop And Bottom Top And Bottom T/ATermination And Abandonment Termination And Abandonment Typ.Typical Typical Vert.Vertical Vertical WWest West w/WithWith
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Fence Line
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Gas Line
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Water Line
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Electrical (Underground)*
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Telephone (Underground)*
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Signal (Underground)*
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Storm Sewer
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Sanitary Sewer
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Existing Center Line Ditch
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Property Line
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Cable (Underground)*
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Combined Sewer
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Alpha Designation Refers To Utility Type, Numerical Designation Refers To Pipe Nominal Diameter. Lines With No Numerical Designation Are Of Unknown Size. * Aerial Lines, If Shown, Are Designated With Lower Case Letters ** For Elliptical Sewers, The Vertical Dimension (Rise) Is Called Out First Followed By The Horizontal Dimension (Span). Example: 45x35 (Rise x Span) The Vertical Dimension is 45", The Horizontal Dimension Is 35".
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Large Diameter Lines (Any Type)
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TOPOGRAPHY LINES:
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UTILITY LINES:
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SYMBOLS:
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Permanent Easement
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Construction Easement
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PLOTTED TO NOTED SCALE
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THIS LINE SCALES 1" WHEN
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FINAL
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AUGUST 2016
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JOB NO.
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OF
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SHEET NO.
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DESIGNED
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DATE:
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BY
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NO.
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DATE
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REVISIONS AFTER ISSUED FOR BID
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CHECKED
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DRAWN
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STATUS:
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SCALE
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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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SCHWOCHOW DITCH IMPROVEMENTS SANDUSKY COUNTY
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LEGENDS
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GN-1
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1
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12
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506.7098.001
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NONE
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BMH
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RAM
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TAB
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Utility Line To Be Abandoned
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Utility Line To Be Removed
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SPECIFICATIONS
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The 2013 Ohio Department Of Transportation Construction Materials Specifications, Except As Modified By Referenced Supplemental Specifications And Plan Notes Contained Herein.
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Proposed Water Service (Trenchless Construction)
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DRAWING INDEX
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SHEET GN-1LEGENDS LEGENDS GS-1GENERAL SUMMARY GENERAL SUMMARY SP-1SITE PLAN SITE PLAN 1 & 2DITCH PLAN AND PROFILE DITCH PLAN AND PROFILE 3 - 7DITCH SECTIONS DITCH SECTIONS MD-1MISCELLANEOUS DETAILS MISCELLANEOUS DETAILS MD-2EROSION CONTROL DETAILSEROSION CONTROL DETAILS
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Proposed Water
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Pole To Be Temporarily Supported And Protected By Contractor
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PP
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Hold
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72
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Control Point
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Benchmark
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1031
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Fire Hydrant To Be Removed
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Tree To Be Removed
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Stump To Be Removed
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WV
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WV
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Abandon
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Abandon
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Abandon
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Abandon
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Water Valve Manhole Or Box To Be Abandoned, See Specifications
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Proposed Center Line Ditch
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Bench Mark 50 N 626655.57 E 1798937.08 Set Capped Iron Rebar El. 604.43
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Bench Mark 51 N 626724.26 E 1798903.59 Set Capped Iron Rebar El. 603.40
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Bench Mark 53 N 627312.84 E 1798429.88 Set Capped Iron Rebar El. 601.67
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CONTROL POINTS
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AREA 1
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AREA 4
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AREA 3
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ALIGNMENT & CURVE DATA
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Represents Centerline Of Ditch Information
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AREA 2
Jones & Henry Engineers, Ltd.www.jheng.com Fluid Thinking...TM
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TOL-7098001GS01
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01/18/17
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06-V20
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PLOTTED TO NOTED SCALE
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THIS LINE SCALES 1" WHEN
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FINAL
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AUGUST 2016
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JOB NO.
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OF
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SHEET NO.
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DESIGNED
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DATE:
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BY
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NO.
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DATE
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REVISIONS AFTER ISSUED FOR BID
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CHECKED
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DRAWN
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STATUS:
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SCALE
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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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SCHWOCHOW DITCH IMPROVEMENTS SANDUSKY COUNTY
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GENERAL SUMMARY
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GS-1
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2
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12
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506.7098.001
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NONE
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BMH
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RAM
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TAB
Jones & Henry Engineers, Ltd.www.jheng.com Fluid Thinking...TM
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579.33
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579.15
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579.10
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580.51
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580.51
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580.57
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581.03
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581.13
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581.62
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582.42
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582.89
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582.73
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582.83
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582.71
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582.91
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583.11
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583.18
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583.10
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582.95
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583.91
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584.57
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585.53
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586.05
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585.44
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586.10
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586.52
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586.43
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587.19
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587.16
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586.96
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587.07
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587.17
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588.53
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589.09
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589.06
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594.21
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595.11
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591.89
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596.15
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596.04
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597.37
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597.55
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597.95
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597.25
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597.97
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597.73
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598.00
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598.67
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603.12
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603.35
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601.54
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600.97
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596.84
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597.43
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596.13
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598.26
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598.49
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598.88
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599.55
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601.25
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602.51
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603.05
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603.54
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604.43
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602.44
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600.49
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600.31
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601.77
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602.78
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596.84
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595.34
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595.06
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594.66
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582.11
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587.35
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590.85
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594.77
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599.72
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599.66
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594.42
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587.54
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584.31
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581.22
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579.63
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579.45
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584.70
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589.85
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594.64
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598.95
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591.16
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586.32
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583.40
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580.50
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585.61
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583.08
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586.92
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591.43
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594.03
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592.93
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589.04
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585.13
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581.81
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585.76
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588.49
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585.35
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582.77
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581.10
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580.43
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582.45
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586.00
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585.62
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580.83
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579.68
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582.28
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588.61
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593.94
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589.56
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581.93
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579.92
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581.90
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582.59
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584.49
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586.09
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585.48
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588.64
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591.40
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594.67
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595.11
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590.10
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584.58
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580.98
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585.67
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584.96
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594.25
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589.42
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589.16
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589.59
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592.36
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592.48
AutoCAD SHX Text
590.38
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590.66
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592.26
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590.43
AutoCAD SHX Text
586.84
AutoCAD SHX Text
590.52
AutoCAD SHX Text
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588.01
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592.88
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597.10
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594.81
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594.49
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593.58
AutoCAD SHX Text
583.81
AutoCAD SHX Text
587.88
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591.62
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594.32
AutoCAD SHX Text
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AutoCAD SHX Text
586.19
AutoCAD SHX Text
596.03
AutoCAD SHX Text
586.86
AutoCAD SHX Text
592.46
AutoCAD SHX Text
586.37
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591.81
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586.06
AutoCAD SHX Text
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AutoCAD SHX Text
585.66
AutoCAD SHX Text
595.93
AutoCAD SHX Text
599.84
AutoCAD SHX Text
597.07
AutoCAD SHX Text
596.59
AutoCAD SHX Text
586.58
AutoCAD SHX Text
590.44
AutoCAD SHX Text
594.52
AutoCAD SHX Text
599.10
AutoCAD SHX Text
596.75
AutoCAD SHX Text
590.15
AutoCAD SHX Text
586.45
AutoCAD SHX Text
589.97
AutoCAD SHX Text
592.11
AutoCAD SHX Text
596.11
AutoCAD SHX Text
586.88
AutoCAD SHX Text
586.90
AutoCAD SHX Text
587.18
AutoCAD SHX Text
590.68
AutoCAD SHX Text
594.14
AutoCAD SHX Text
595.26
AutoCAD SHX Text
592.40
AutoCAD SHX Text
586.74
AutoCAD SHX Text
587.04
AutoCAD SHX Text
593.19
AutoCAD SHX Text
594.93
AutoCAD SHX Text
596.04
AutoCAD SHX Text
596.26
AutoCAD SHX Text
599.72
AutoCAD SHX Text
591.65
AutoCAD SHX Text
593.97
AutoCAD SHX Text
598.25
AutoCAD SHX Text
599.94
AutoCAD SHX Text
597.62
AutoCAD SHX Text
594.99
AutoCAD SHX Text
596.07
AutoCAD SHX Text
592.81
AutoCAD SHX Text
587.30
AutoCAD SHX Text
587.47
AutoCAD SHX Text
592.91
AutoCAD SHX Text
598.81
AutoCAD SHX Text
600.08
AutoCAD SHX Text
602.32
AutoCAD SHX Text
602.55
AutoCAD SHX Text
602.64
AutoCAD SHX Text
602.56
AutoCAD SHX Text
601.02
AutoCAD SHX Text
600.13
AutoCAD SHX Text
598.71
AutoCAD SHX Text
601.00
AutoCAD SHX Text
600.98
AutoCAD SHX Text
600.83
AutoCAD SHX Text
603.06
AutoCAD SHX Text
602.74
AutoCAD SHX Text
600.52
AutoCAD SHX Text
600.66
AutoCAD SHX Text
599.35
AutoCAD SHX Text
599.97
AutoCAD SHX Text
601.05
AutoCAD SHX Text
602.78
AutoCAD SHX Text
603.62
AutoCAD SHX Text
604.60
AutoCAD SHX Text
604.92
AutoCAD SHX Text
603.57
AutoCAD SHX Text
603.87
AutoCAD SHX Text
605.67
AutoCAD SHX Text
606.63
AutoCAD SHX Text
604.84
AutoCAD SHX Text
605.56
AutoCAD SHX Text
606.49
AutoCAD SHX Text
606.29
AutoCAD SHX Text
605.42
AutoCAD SHX Text
605.30
AutoCAD SHX Text
603.98
AutoCAD SHX Text
602.12
AutoCAD SHX Text
601.01
AutoCAD SHX Text
604.02
AutoCAD SHX Text
606.34
AutoCAD SHX Text
601.38
AutoCAD SHX Text
604.68
AutoCAD SHX Text
603.94
AutoCAD SHX Text
604.35
AutoCAD SHX Text
602.00
AutoCAD SHX Text
603.37
AutoCAD SHX Text
604.25
AutoCAD SHX Text
598.80
AutoCAD SHX Text
598.89
AutoCAD SHX Text
601.63
AutoCAD SHX Text
604.80
AutoCAD SHX Text
606.00
AutoCAD SHX Text
606.34
AutoCAD SHX Text
603.17
AutoCAD SHX Text
598.09
AutoCAD SHX Text
597.27
AutoCAD SHX Text
601.38
AutoCAD SHX Text
604.20
AutoCAD SHX Text
605.59
AutoCAD SHX Text
604.34
AutoCAD SHX Text
602.82
AutoCAD SHX Text
597.61
AutoCAD SHX Text
597.72
AutoCAD SHX Text
594.84
AutoCAD SHX Text
594.46
AutoCAD SHX Text
597.72
AutoCAD SHX Text
598.89
AutoCAD SHX Text
602.29
AutoCAD SHX Text
603.43
AutoCAD SHX Text
593.53
AutoCAD SHX Text
606.23EP
AutoCAD SHX Text
606.18EP
AutoCAD SHX Text
606.40EP
AutoCAD SHX Text
606.37EP
AutoCAD SHX Text
605.97EP
AutoCAD SHX Text
605.55EP
AutoCAD SHX Text
605.28EP
AutoCAD SHX Text
605.14EP
AutoCAD SHX Text
605.19EP
AutoCAD SHX Text
606.04EP
AutoCAD SHX Text
606.09EP
AutoCAD SHX Text
606.02EP
AutoCAD SHX Text
605.71EP
AutoCAD SHX Text
605.54EP
AutoCAD SHX Text
604.93EP
AutoCAD SHX Text
604.93EP
AutoCAD SHX Text
604.14EP
AutoCAD SHX Text
603.76EP
AutoCAD SHX Text
604.10EP
AutoCAD SHX Text
604.41EP
AutoCAD SHX Text
604.61EP
AutoCAD SHX Text
604.50EP
AutoCAD SHX Text
Top of Bank
AutoCAD SHX Text
Top of Bank
AutoCAD SHX Text
Centerline of Ditch
AutoCAD SHX Text
Toe of Slope
AutoCAD SHX Text
Top of Bank
AutoCAD SHX Text
Top of Bank
AutoCAD SHX Text
Top of Bank
AutoCAD SHX Text
Top of Bank
AutoCAD SHX Text
Top of Bank
AutoCAD SHX Text
Top of Bank
AutoCAD SHX Text
Top of Bank
AutoCAD SHX Text
Top of Bank
AutoCAD SHX Text
Top of Bank
AutoCAD SHX Text
Top of Bank
AutoCAD SHX Text
Top of Bank
AutoCAD SHX Text
Top of Bank
AutoCAD SHX Text
Top of Bank
AutoCAD SHX Text
Top of Bank
AutoCAD SHX Text
Top of Bank
AutoCAD SHX Text
Pool Area
AutoCAD SHX Text
Top of Bank
AutoCAD SHX Text
Centerline of Ditch
AutoCAD SHX Text
Centerline of Ditch
AutoCAD SHX Text
Centerline of Ditch
AutoCAD SHX Text
Centerline of Ditch
AutoCAD SHX Text
Centerline of Ditch
AutoCAD SHX Text
Toe of Slope
AutoCAD SHX Text
Toe of Slope
AutoCAD SHX Text
Toe of Slope
AutoCAD SHX Text
48"(CPP) Inv. = 593.06
AutoCAD SHX Text
Asphalt Pavement
AutoCAD SHX Text
48"(CPP) Inv. = 592.45
AutoCAD SHX Text
4"(PVC) Inv. = 590.63
AutoCAD SHX Text
4"(CPP) Inv. = 591.96
AutoCAD SHX Text
4"(CPP) Inv. = 595.22
AutoCAD SHX Text
4"(CPP) Inv. = 598.35
AutoCAD SHX Text
Retaining Wall
AutoCAD SHX Text
Brick Wall
AutoCAD SHX Text
Existing Building
AutoCAD SHX Text
Existing Building
AutoCAD SHX Text
Existing Building
AutoCAD SHX Text
Existing Building
AutoCAD SHX Text
Existing Building
AutoCAD SHX Text
Existing Building
AutoCAD SHX Text
Finish Floor Elevation = 606.28
AutoCAD SHX Text
Finish Floor Elevation = 608.92
AutoCAD SHX Text
Finish Floor Elevation = 601.05
AutoCAD SHX Text
606
AutoCAD SHX Text
606
AutoCAD SHX Text
606
AutoCAD SHX Text
606
AutoCAD SHX Text
605
AutoCAD SHX Text
605
AutoCAD SHX Text
605
AutoCAD SHX Text
605
AutoCAD SHX Text
605
AutoCAD SHX Text
605
AutoCAD SHX Text
604
AutoCAD SHX Text
604
AutoCAD SHX Text
604
AutoCAD SHX Text
604
AutoCAD SHX Text
604
AutoCAD SHX Text
604
AutoCAD SHX Text
604
AutoCAD SHX Text
604
AutoCAD SHX Text
604
AutoCAD SHX Text
604
AutoCAD SHX Text
603
AutoCAD SHX Text
603
AutoCAD SHX Text
603
AutoCAD SHX Text
603
AutoCAD SHX Text
603
AutoCAD SHX Text
603
AutoCAD SHX Text
602
AutoCAD SHX Text
602
AutoCAD SHX Text
602
AutoCAD SHX Text
602
AutoCAD SHX Text
602
AutoCAD SHX Text
602
AutoCAD SHX Text
602
AutoCAD SHX Text
601
AutoCAD SHX Text
601
AutoCAD SHX Text
601
AutoCAD SHX Text
601
AutoCAD SHX Text
601
AutoCAD SHX Text
601
AutoCAD SHX Text
601
AutoCAD SHX Text
601
AutoCAD SHX Text
600
AutoCAD SHX Text
600
AutoCAD SHX Text
600
AutoCAD SHX Text
600
AutoCAD SHX Text
600
AutoCAD SHX Text
600
AutoCAD SHX Text
600
AutoCAD SHX Text
599
AutoCAD SHX Text
599
AutoCAD SHX Text
599
AutoCAD SHX Text
599
AutoCAD SHX Text
598
AutoCAD SHX Text
598
AutoCAD SHX Text
598
AutoCAD SHX Text
598
AutoCAD SHX Text
597
AutoCAD SHX Text
597
AutoCAD SHX Text
597
AutoCAD SHX Text
597
AutoCAD SHX Text
597
AutoCAD SHX Text
596
AutoCAD SHX Text
596
AutoCAD SHX Text
596
AutoCAD SHX Text
596
AutoCAD SHX Text
596
AutoCAD SHX Text
596
AutoCAD SHX Text
595
AutoCAD SHX Text
595
AutoCAD SHX Text
595
AutoCAD SHX Text
595
AutoCAD SHX Text
595
AutoCAD SHX Text
594
AutoCAD SHX Text
594
AutoCAD SHX Text
594
AutoCAD SHX Text
594
AutoCAD SHX Text
593
AutoCAD SHX Text
593
AutoCAD SHX Text
593
AutoCAD SHX Text
593
AutoCAD SHX Text
593
AutoCAD SHX Text
593
AutoCAD SHX Text
593
AutoCAD SHX Text
592
AutoCAD SHX Text
592
AutoCAD SHX Text
592
AutoCAD SHX Text
592
AutoCAD SHX Text
592
AutoCAD SHX Text
591
AutoCAD SHX Text
591
AutoCAD SHX Text
591
AutoCAD SHX Text
590
AutoCAD SHX Text
590
AutoCAD SHX Text
590
AutoCAD SHX Text
590
AutoCAD SHX Text
590
AutoCAD SHX Text
589
AutoCAD SHX Text
589
AutoCAD SHX Text
589
AutoCAD SHX Text
588
AutoCAD SHX Text
588
AutoCAD SHX Text
588
AutoCAD SHX Text
588
AutoCAD SHX Text
587
AutoCAD SHX Text
587
AutoCAD SHX Text
587
AutoCAD SHX Text
586
AutoCAD SHX Text
586
AutoCAD SHX Text
586
AutoCAD SHX Text
585
AutoCAD SHX Text
585
AutoCAD SHX Text
584
AutoCAD SHX Text
584
AutoCAD SHX Text
583
AutoCAD SHX Text
583
AutoCAD SHX Text
583
AutoCAD SHX Text
583
AutoCAD SHX Text
583
AutoCAD SHX Text
583
AutoCAD SHX Text
582
AutoCAD SHX Text
582
AutoCAD SHX Text
581
AutoCAD SHX Text
581
AutoCAD SHX Text
18"
AutoCAD SHX Text
34"
AutoCAD SHX Text
24"
AutoCAD SHX Text
14"
AutoCAD SHX Text
28"
AutoCAD SHX Text
12"
AutoCAD SHX Text
18"
AutoCAD SHX Text
36"
AutoCAD SHX Text
12"
AutoCAD SHX Text
16"
AutoCAD SHX Text
16"
AutoCAD SHX Text
24"
AutoCAD SHX Text
18"
AutoCAD SHX Text
48"
AutoCAD SHX Text
14"
AutoCAD SHX Text
34"
AutoCAD SHX Text
12"
AutoCAD SHX Text
12"
AutoCAD SHX Text
24"
AutoCAD SHX Text
14"
AutoCAD SHX Text
18"
AutoCAD SHX Text
28"
AutoCAD SHX Text
36"
AutoCAD SHX Text
12"
AutoCAD SHX Text
12"
AutoCAD SHX Text
36"
AutoCAD SHX Text
14"
AutoCAD SHX Text
12"
AutoCAD SHX Text
24"
AutoCAD SHX Text
16"
AutoCAD SHX Text
18"
AutoCAD SHX Text
12"
AutoCAD SHX Text
14"
AutoCAD SHX Text
30"
AutoCAD SHX Text
16"
AutoCAD SHX Text
16"
AutoCAD SHX Text
16"
AutoCAD SHX Text
20"
AutoCAD SHX Text
20"
AutoCAD SHX Text
18"
AutoCAD SHX Text
28"
AutoCAD SHX Text
20"
AutoCAD SHX Text
32"
AutoCAD SHX Text
12"
AutoCAD SHX Text
12"
AutoCAD SHX Text
26"
AutoCAD SHX Text
26"
AutoCAD SHX Text
12"
AutoCAD SHX Text
12"
AutoCAD SHX Text
20"
AutoCAD SHX Text
16"
AutoCAD SHX Text
40"
AutoCAD SHX Text
24"
AutoCAD SHX Text
12"
AutoCAD SHX Text
12"
AutoCAD SHX Text
12"
AutoCAD SHX Text
36"
AutoCAD SHX Text
12"
AutoCAD SHX Text
32"
AutoCAD SHX Text
12"
AutoCAD SHX Text
12"
AutoCAD SHX Text
42"
AutoCAD SHX Text
14"
AutoCAD SHX Text
36"
AutoCAD SHX Text
24"
AutoCAD SHX Text
36"
AutoCAD SHX Text
18"
AutoCAD SHX Text
28"
AutoCAD SHX Text
20"
AutoCAD SHX Text
14"
AutoCAD SHX Text
12"
AutoCAD SHX Text
12"
AutoCAD SHX Text
14"
AutoCAD SHX Text
14"
AutoCAD SHX Text
14"
AutoCAD SHX Text
34"
AutoCAD SHX Text
12"
AutoCAD SHX Text
24"
AutoCAD SHX Text
12"
AutoCAD SHX Text
18"
AutoCAD SHX Text
12"
AutoCAD SHX Text
18"
AutoCAD SHX Text
12"
AutoCAD SHX Text
14"
AutoCAD SHX Text
34"
AutoCAD SHX Text
14"
AutoCAD SHX Text
16"
AutoCAD SHX Text
16"
AutoCAD SHX Text
12"
AutoCAD SHX Text
12"
AutoCAD SHX Text
24"
AutoCAD SHX Text
12"
AutoCAD SHX Text
24"
AutoCAD SHX Text
20"
AutoCAD SHX Text
16"
AutoCAD SHX Text
14"
AutoCAD SHX Text
18"
AutoCAD SHX Text
Concrete Patio
AutoCAD SHX Text
24"
AutoCAD SHX Text
18"
AutoCAD SHX Text
14"
AutoCAD SHX Text
36"
AutoCAD SHX Text
14"
AutoCAD SHX Text
Concrete Debris Area
AutoCAD SHX Text
Septic Tank Lid Rim = 601.75
AutoCAD SHX Text
606.76
AutoCAD SHX Text
608.08
AutoCAD SHX Text
ELEV. = 603.40
AutoCAD SHX Text
Set Capped Iron Rebar
AutoCAD SHX Text
51
AutoCAD SHX Text
N 626724.26
AutoCAD SHX Text
E 1798903.59
AutoCAD SHX Text
51
AutoCAD SHX Text
50
AutoCAD SHX Text
ELEV. = 604.43
AutoCAD SHX Text
Set Capped Iron Rebar
AutoCAD SHX Text
52
AutoCAD SHX Text
N 627178.58
AutoCAD SHX Text
E 1798442.38
AutoCAD SHX Text
ELEV. = 601.67
AutoCAD SHX Text
Set Capped Iron Rebar
AutoCAD SHX Text
53
AutoCAD SHX Text
N 627312.84
AutoCAD SHX Text
E 1798429.88
AutoCAD SHX Text
52
AutoCAD SHX Text
53
AutoCAD SHX Text
Edge Of Road
AutoCAD SHX Text
Edge Of Road
AutoCAD SHX Text
Existing Concrete Walk
AutoCAD SHX Text
Existing Concrete Walk
AutoCAD SHX Text
Pool Area
AutoCAD SHX Text
ELEV. = 604.43
AutoCAD SHX Text
Set Capped Iron Rebar
AutoCAD SHX Text
50
AutoCAD SHX Text
N 626655.57
AutoCAD SHX Text
E 1798937.08
AutoCAD SHX Text
589.09
AutoCAD SHX Text
598.67
AutoCAD SHX Text
589.09
AutoCAD SHX Text
589.09
AutoCAD SHX Text
604.34
AutoCAD SHX Text
604.49
AutoCAD SHX Text
602.46
AutoCAD SHX Text
602.32
AutoCAD SHX Text
603.06
AutoCAD SHX Text
602.80
AutoCAD SHX Text
Asphalt Roadway
AutoCAD SHX Text
Hill Drive
AutoCAD SHX Text
Hill Drive
AutoCAD SHX Text
Asphalt Roadway
AutoCAD SHX Text
PLOTTED TO NOTED SCALE
AutoCAD SHX Text
THIS LINE SCALES 1" WHEN
AutoCAD SHX Text
FINAL
AutoCAD SHX Text
AUGUST 2016
AutoCAD SHX Text
JOB NO.
AutoCAD SHX Text
OF
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
BY
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISIONS AFTER ISSUED FOR BID
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
STATUS:
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
SCHWOCHOW DITCH IMPROVEMENTS SANDUSKY COUNTY
AutoCAD SHX Text
SITE PLAN
AutoCAD SHX Text
SP-1
AutoCAD SHX Text
3
AutoCAD SHX Text
12
AutoCAD SHX Text
506.7098.001
AutoCAD SHX Text
1"=40'
AutoCAD SHX Text
MLK
AutoCAD SHX Text
RAM
AutoCAD SHX Text
MLK
AutoCAD SHX Text
TOL-7098001SITE-Layout
AutoCAD SHX Text
01/18/17
AutoCAD SHX Text
06-V20
AutoCAD SHX Text
XREF: 7098001SURV
AutoCAD SHX Text
SITE PLAN
AutoCAD SHX Text
BENLU DRIVE
AutoCAD SHX Text
FANGBONER ROAD
AutoCAD SHX Text
HILL DRIVE
AutoCAD SHX Text
ELL DRIVE
AutoCAD SHX Text
Temporary Access Drive (See Typ. Section On Sheet MD-1)
AutoCAD SHX Text
Temporary Access Drive Off Road
AutoCAD SHX Text
Replace Asphalt Driveway See Detail On Sheet MD-1
AutoCAD SHX Text
AREA 2
AutoCAD SHX Text
AREA 1
AutoCAD SHX Text
AREA 3
AutoCAD SHX Text
AREA 4
AutoCAD SHX Text
Contractor Shall Protect Pine Tree.
AutoCAD SHX Text
APPROXIMATE LIMITS OF WORK
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
Pavement Replacement 1 " Overlay 14" Overlay Asphalt Driveway Fill Dumped Rock Fill Temporary Access Drive Proposed Contour
AutoCAD SHX Text
600
AutoCAD SHX Text
1 " ASPHALT 14" ASPHALT OVERLAY AT DIRECTION OF OWNER
AutoCAD SHX Text
BUTT JOINT (TYP.)
AutoCAD SHX Text
1 " OF 12" OF INTERMEDIATE (CONTINGENCY)
cbaez
Typewritten Text
& 1-1/2" Intermediate
cbaez
Typewritten Text
cbaez
Typewritten Text
ACCESS: Contractor may use Hill Drive, Benlu Drive, and the temporary access drives to access the ditch during construction. After Construction, Hill Drive and Benlu Drive will become permanent access easements for the purpose of future Maintenance of the Schwochow Ditch. (Per ORC 6131.14, and 6137.12).
Jones & Henry Engineers, Ltd.www.jheng.com Fluid Thinking...TM
AutoCAD SHX Text
587.17
AutoCAD SHX Text
588.53
AutoCAD SHX Text
589.09
AutoCAD SHX Text
589.06
AutoCAD SHX Text
589.21
AutoCAD SHX Text
589.33
AutoCAD SHX Text
589.41
AutoCAD SHX Text
589.12
AutoCAD SHX Text
589.80
AutoCAD SHX Text
589.65
AutoCAD SHX Text
590.07
AutoCAD SHX Text
590.16
AutoCAD SHX Text
590.19
AutoCAD SHX Text
590.39
AutoCAD SHX Text
590.47
AutoCAD SHX Text
590.42
AutoCAD SHX Text
590.49
AutoCAD SHX Text
590.45
AutoCAD SHX Text
591.50
AutoCAD SHX Text
591.58
AutoCAD SHX Text
591.40
AutoCAD SHX Text
591.74
AutoCAD SHX Text
591.75
AutoCAD SHX Text
592.05
AutoCAD SHX Text
592.49
AutoCAD SHX Text
592.68
AutoCAD SHX Text
593.11
AutoCAD SHX Text
593.82
AutoCAD SHX Text
593.93
AutoCAD SHX Text
594.21
AutoCAD SHX Text
595.11
AutoCAD SHX Text
591.89
AutoCAD SHX Text
596.15
AutoCAD SHX Text
596.04
AutoCAD SHX Text
597.37
AutoCAD SHX Text
597.55
AutoCAD SHX Text
597.95
AutoCAD SHX Text
597.25
AutoCAD SHX Text
597.97
AutoCAD SHX Text
597.73
AutoCAD SHX Text
598.00
AutoCAD SHX Text
598.67
AutoCAD SHX Text
597.72
AutoCAD SHX Text
601.23
AutoCAD SHX Text
600.31
AutoCAD SHX Text
592.88
AutoCAD SHX Text
594.90
AutoCAD SHX Text
596.65
AutoCAD SHX Text
597.10
AutoCAD SHX Text
597.07
AutoCAD SHX Text
594.81
AutoCAD SHX Text
590.71
AutoCAD SHX Text
590.99
AutoCAD SHX Text
593.58
AutoCAD SHX Text
587.30
AutoCAD SHX Text
587.47
AutoCAD SHX Text
592.91
AutoCAD SHX Text
603.06
AutoCAD SHX Text
602.74
AutoCAD SHX Text
602.00
AutoCAD SHX Text
603.37
AutoCAD SHX Text
604.25
AutoCAD SHX Text
598.80
AutoCAD SHX Text
598.89
AutoCAD SHX Text
601.63
AutoCAD SHX Text
604.80
AutoCAD SHX Text
606.00
AutoCAD SHX Text
606.34
AutoCAD SHX Text
603.17
AutoCAD SHX Text
598.09
AutoCAD SHX Text
597.27
AutoCAD SHX Text
601.38
AutoCAD SHX Text
604.20
AutoCAD SHX Text
605.59
AutoCAD SHX Text
604.34
AutoCAD SHX Text
602.82
AutoCAD SHX Text
597.61
AutoCAD SHX Text
597.72
AutoCAD SHX Text
594.84
AutoCAD SHX Text
594.46
AutoCAD SHX Text
597.72
AutoCAD SHX Text
598.89
AutoCAD SHX Text
602.29
AutoCAD SHX Text
603.43
AutoCAD SHX Text
593.53
AutoCAD SHX Text
Top of Bank
AutoCAD SHX Text
Top of Bank
AutoCAD SHX Text
Centerline of Ditch
AutoCAD SHX Text
Toe of Slope
AutoCAD SHX Text
Top of Bank
AutoCAD SHX Text
Top of Bank
AutoCAD SHX Text
Top of Bank
AutoCAD SHX Text
Centerline of Ditch
AutoCAD SHX Text
Centerline of Ditch
AutoCAD SHX Text
Toe of Slope
AutoCAD SHX Text
48"(CPP) Inv. = 593.06
AutoCAD SHX Text
48"(CPP) Inv. = 592.45
AutoCAD SHX Text
Existing Building
AutoCAD SHX Text
602
AutoCAD SHX Text
602
AutoCAD SHX Text
601
AutoCAD SHX Text
596
AutoCAD SHX Text
596
AutoCAD SHX Text
593
AutoCAD SHX Text
593
AutoCAD SHX Text
590
AutoCAD SHX Text
606.76
AutoCAD SHX Text
608.08
AutoCAD SHX Text
51
AutoCAD SHX Text
50
AutoCAD SHX Text
Edge Of Road
AutoCAD SHX Text
Edge Of Road
AutoCAD SHX Text
Existing Concrete Walk
AutoCAD SHX Text
Pool Area
AutoCAD SHX Text
589.09
AutoCAD SHX Text
598.67
AutoCAD SHX Text
589.09
AutoCAD SHX Text
589.09
AutoCAD SHX Text
604.34
AutoCAD SHX Text
604.49
AutoCAD SHX Text
602.46
AutoCAD SHX Text
602.32
AutoCAD SHX Text
603.06
AutoCAD SHX Text
602.80
AutoCAD SHX Text
Asphalt Roadway
AutoCAD SHX Text
Hill Drive
AutoCAD SHX Text
Hill Drive
AutoCAD SHX Text
Asphalt Roadway
AutoCAD SHX Text
PLOTTED TO NOTED SCALE
AutoCAD SHX Text
THIS LINE SCALES 1" WHEN
AutoCAD SHX Text
FINAL
AutoCAD SHX Text
AUGUST 2016
AutoCAD SHX Text
JOB NO.
AutoCAD SHX Text
OF
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
BY
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISIONS AFTER ISSUED FOR BID
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
STATUS:
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
SCHWOCHOW DITCH IMPROVEMENTS SANDUSKY COUNTY
AutoCAD SHX Text
DITCH PLAN AND PROFILE STA. 0+00 TO 6+50
AutoCAD SHX Text
1
AutoCAD SHX Text
4
AutoCAD SHX Text
12
AutoCAD SHX Text
506.7098.001
AutoCAD SHX Text
1"=20' HOR. 1"=4' VERT.
AutoCAD SHX Text
BMH
AutoCAD SHX Text
RAM
AutoCAD SHX Text
TAB
AutoCAD SHX Text
3
AutoCAD SHX Text
2
AutoCAD SHX Text
Match Line Sheet 2
AutoCAD SHX Text
TOL-7098001PP01-Layout
AutoCAD SHX Text
05/25/17
AutoCAD SHX Text
06-V20
AutoCAD SHX Text
XREF: 7098001SURV
AutoCAD SHX Text
SCHWOCHOW DITCH - AREA 1
AutoCAD SHX Text
1
AutoCAD SHX Text
0
AutoCAD SHX Text
Bench Mark 50 N 626655.57 E 1798937.08 Set Capped Iron Rebar El. 604.43
AutoCAD SHX Text
580
AutoCAD SHX Text
585
AutoCAD SHX Text
590
AutoCAD SHX Text
595
AutoCAD SHX Text
600
AutoCAD SHX Text
605
AutoCAD SHX Text
580
AutoCAD SHX Text
585
AutoCAD SHX Text
590
AutoCAD SHX Text
595
AutoCAD SHX Text
600
AutoCAD SHX Text
605
AutoCAD SHX Text
610
AutoCAD SHX Text
615
AutoCAD SHX Text
610
AutoCAD SHX Text
615
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
Bench Mark 51 N 626724.26 E 1798903.59 Set Capped Iron Rebar El. 603.40
AutoCAD SHX Text
SCHWOCHOW DITCH - AREA 2
AutoCAD SHX Text
Notes: 1.Contractor To Coordinate With Property Owner Located Contractor To Coordinate With Property Owner Located North Of Area 1 Prior To Construction Begins And Any Road Closures For Culvert Replacement. Contractor Shall Provide Steel Plates On Site To Maintain Access For Property Located North Of Area 1. 2.Pipe Material Shall Be Reinforced Concrete Pipe Per Pipe Material Shall Be Reinforced Concrete Pipe Per 706.02. 3.Contractor To Minimize Impact On Wildlife And Natural Contractor To Minimize Impact On Wildlife And Natural Environment.
AutoCAD SHX Text
(See Sheet 3 For Cross Sections)
AutoCAD SHX Text
(See Sheet 4 For Cross Sections)
AutoCAD SHX Text
GENERAL NOTES: Work Limits: The Work Limits Shown On These Plans Are For Physical Construction Only. Provide The Installation And Operation Of All Work Zone Traffic Control Devices Required By These Plans Whether Inside Or Outside These Work Limits. Clearing And Grubbing Removal All Trees And Stumps Specifically Marked For Removal And As Specified By The Engineer With In The Construction Limits Under The Lump Sum Bid For Item 201, Clearing And Grubbing. Seeding And Mulching Areas Designated For Seeding & Mulching Shall Be Fertilized In Accordance With Item 659. No Additional Payment Shall Be Made For Fertilizer. Seed Mixture Shall Be Class 2 Roadside Mixture Per Item 659. Dump Rock Fill Limits Dump Rock Fill Placed To The Calculated Q Flow 10 Flow Elevation Plus 1-Foot.
AutoCAD SHX Text
Design Q 125 LF @ 0.51% 120 CFS (Design Q ) 10)
Jones & Henry Engineers, Ltd.www.jheng.com Fluid Thinking...TM
AutoCAD SHX Text
578.28
AutoCAD SHX Text
578.48
AutoCAD SHX Text
578.38
AutoCAD SHX Text
578.39
AutoCAD SHX Text
578.29
AutoCAD SHX Text
578.66
AutoCAD SHX Text
579.33
AutoCAD SHX Text
579.15
AutoCAD SHX Text
579.10
AutoCAD SHX Text
580.51
AutoCAD SHX Text
580.51
AutoCAD SHX Text
580.57
AutoCAD SHX Text
581.03
AutoCAD SHX Text
581.13
AutoCAD SHX Text
581.62
AutoCAD SHX Text
582.42
AutoCAD SHX Text
582.89
AutoCAD SHX Text
582.73
AutoCAD SHX Text
582.83
AutoCAD SHX Text
582.71
AutoCAD SHX Text
582.91
AutoCAD SHX Text
583.11
AutoCAD SHX Text
583.18
AutoCAD SHX Text
583.10
AutoCAD SHX Text
582.95
AutoCAD SHX Text
583.91
AutoCAD SHX Text
584.57
AutoCAD SHX Text
585.53
AutoCAD SHX Text
586.05
AutoCAD SHX Text
585.44
AutoCAD SHX Text
586.10
AutoCAD SHX Text
586.52
AutoCAD SHX Text
586.43
AutoCAD SHX Text
587.19
AutoCAD SHX Text
587.16
AutoCAD SHX Text
586.96
AutoCAD SHX Text
587.07
AutoCAD SHX Text
587.17
AutoCAD SHX Text
588.53
AutoCAD SHX Text
589.09
AutoCAD SHX Text
589.06
AutoCAD SHX Text
589.21
AutoCAD SHX Text
589.33
AutoCAD SHX Text
589.41
AutoCAD SHX Text
603.55
AutoCAD SHX Text
603.47
AutoCAD SHX Text
603.60
AutoCAD SHX Text
604.08
AutoCAD SHX Text
603.57
AutoCAD SHX Text
604.48
AutoCAD SHX Text
603.77
AutoCAD SHX Text
604.23
AutoCAD SHX Text
603.41
AutoCAD SHX Text
603.78
AutoCAD SHX Text
603.12
AutoCAD SHX Text
603.35
AutoCAD SHX Text
601.54
AutoCAD SHX Text
600.97
AutoCAD SHX Text
596.84
AutoCAD SHX Text
597.43
AutoCAD SHX Text
596.13
AutoCAD SHX Text
596.44
AutoCAD SHX Text
597.09
AutoCAD SHX Text
598.26
AutoCAD SHX Text
598.49
AutoCAD SHX Text
598.88
AutoCAD SHX Text
599.55
AutoCAD SHX Text
601.25
AutoCAD SHX Text
602.51
AutoCAD SHX Text
603.05
AutoCAD SHX Text
603.54
AutoCAD SHX Text
603.23
AutoCAD SHX Text
604.16
AutoCAD SHX Text
594.45
AutoCAD SHX Text
595.32
AutoCAD SHX Text
600.98
AutoCAD SHX Text
601.96
AutoCAD SHX Text
600.74
AutoCAD SHX Text
602.23
AutoCAD SHX Text
601.93
AutoCAD SHX Text
600.92
AutoCAD SHX Text
601.72
AutoCAD SHX Text
600.36
AutoCAD SHX Text
601.90
AutoCAD SHX Text
598.68
AutoCAD SHX Text
600.30
AutoCAD SHX Text
598.29
AutoCAD SHX Text
600.83
AutoCAD SHX Text
599.84
AutoCAD SHX Text
600.80
AutoCAD SHX Text
601.27
AutoCAD SHX Text
601.64
AutoCAD SHX Text
602.61
AutoCAD SHX Text
602.19
AutoCAD SHX Text
604.43
AutoCAD SHX Text
604.86
AutoCAD SHX Text
602.44
AutoCAD SHX Text
603.82
AutoCAD SHX Text
600.49
AutoCAD SHX Text
600.31
AutoCAD SHX Text
601.77
AutoCAD SHX Text
602.78
AutoCAD SHX Text
601.48
AutoCAD SHX Text
599.68
AutoCAD SHX Text
598.51
AutoCAD SHX Text
597.33
AutoCAD SHX Text
596.84
AutoCAD SHX Text
595.34
AutoCAD SHX Text
595.06
AutoCAD SHX Text
594.66
AutoCAD SHX Text
585.83
AutoCAD SHX Text
581.67
AutoCAD SHX Text
583.25
AutoCAD SHX Text
579.64
AutoCAD SHX Text
578.73
AutoCAD SHX Text
578.39
AutoCAD SHX Text
579.61
AutoCAD SHX Text
580.57
AutoCAD SHX Text
585.57
AutoCAD SHX Text
588.30
AutoCAD SHX Text
593.08
AutoCAD SHX Text
600.27
AutoCAD SHX Text
600.04
AutoCAD SHX Text
593.98
AutoCAD SHX Text
590.26
AutoCAD SHX Text
586.38
AutoCAD SHX Text
578.63
AutoCAD SHX Text
578.54
AutoCAD SHX Text
580.33
AutoCAD SHX Text
587.00
AutoCAD SHX Text
588.34
AutoCAD SHX Text
587.48
AutoCAD SHX Text
583.36
AutoCAD SHX Text
580.86
AutoCAD SHX Text
579.58
AutoCAD SHX Text
580.28
AutoCAD SHX Text
578.82
AutoCAD SHX Text
582.89
AutoCAD SHX Text
583.11
AutoCAD SHX Text
578.47
AutoCAD SHX Text
581.83
AutoCAD SHX Text
578.74
AutoCAD SHX Text
578.49
AutoCAD SHX Text
582.10
AutoCAD SHX Text
580.22
AutoCAD SHX Text
580.62
AutoCAD SHX Text
580.92
AutoCAD SHX Text
588.35
AutoCAD SHX Text
591.97
AutoCAD SHX Text
598.03
AutoCAD SHX Text
599.26
AutoCAD SHX Text
593.22
AutoCAD SHX Text
590.37
AutoCAD SHX Text
585.75
AutoCAD SHX Text
581.64
AutoCAD SHX Text
578.87
AutoCAD SHX Text
582.11
AutoCAD SHX Text
587.35
AutoCAD SHX Text
590.85
AutoCAD SHX Text
594.77
AutoCAD SHX Text
599.72
AutoCAD SHX Text
599.66
AutoCAD SHX Text
594.42
AutoCAD SHX Text
587.54
AutoCAD SHX Text
584.31
AutoCAD SHX Text
581.22
AutoCAD SHX Text
579.63
AutoCAD SHX Text
579.45
AutoCAD SHX Text
581.97
AutoCAD SHX Text
584.70
AutoCAD SHX Text
589.85
AutoCAD SHX Text
594.64
AutoCAD SHX Text
598.95
AutoCAD SHX Text
595.33
AutoCAD SHX Text
591.16
AutoCAD SHX Text
586.32
AutoCAD SHX Text
583.40
AutoCAD SHX Text
582.29
AutoCAD SHX Text
580.50
AutoCAD SHX Text
581.69
AutoCAD SHX Text
580.77
AutoCAD SHX Text
582.54
AutoCAD SHX Text
587.39
AutoCAD SHX Text
591.56
AutoCAD SHX Text
596.84
AutoCAD SHX Text
595.95
AutoCAD SHX Text
590.62
AutoCAD SHX Text
585.61
AutoCAD SHX Text
583.08
AutoCAD SHX Text
582.38
AutoCAD SHX Text
583.52
AutoCAD SHX Text
586.92
AutoCAD SHX Text
591.43
AutoCAD SHX Text
594.03
AutoCAD SHX Text
592.93
AutoCAD SHX Text
589.04
AutoCAD SHX Text
585.13
AutoCAD SHX Text
581.81
AutoCAD SHX Text
581.34
AutoCAD SHX Text
585.76
AutoCAD SHX Text
586.99
AutoCAD SHX Text
594.44
AutoCAD SHX Text
594.29
AutoCAD SHX Text
588.49
AutoCAD SHX Text
585.35
AutoCAD SHX Text
582.77
AutoCAD SHX Text
584.66
AutoCAD SHX Text
583.84
AutoCAD SHX Text
585.10
AutoCAD SHX Text
585.82
AutoCAD SHX Text
591.87
AutoCAD SHX Text
596.96
AutoCAD SHX Text
592.74
AutoCAD SHX Text
580.19
AutoCAD SHX Text
581.60
AutoCAD SHX Text
588.62
AutoCAD SHX Text
593.81
AutoCAD SHX Text
595.09
AutoCAD SHX Text
586.93
AutoCAD SHX Text
581.10
AutoCAD SHX Text
579.17
AutoCAD SHX Text
580.43
AutoCAD SHX Text
582.45
AutoCAD SHX Text
586.00
AutoCAD SHX Text
594.01
AutoCAD SHX Text
593.59
AutoCAD SHX Text
585.62
AutoCAD SHX Text
580.83
AutoCAD SHX Text
579.68
AutoCAD SHX Text
579.59
AutoCAD SHX Text
582.28
AutoCAD SHX Text
588.61
AutoCAD SHX Text
593.94
AutoCAD SHX Text
589.56
AutoCAD SHX Text
581.93
AutoCAD SHX Text
579.92
AutoCAD SHX Text
581.90
AutoCAD SHX Text
582.59
AutoCAD SHX Text
584.49
AutoCAD SHX Text
586.09
AutoCAD SHX Text
585.48
AutoCAD SHX Text
588.64
AutoCAD SHX Text
591.40
AutoCAD SHX Text
594.67
AutoCAD SHX Text
595.11
AutoCAD SHX Text
590.10
AutoCAD SHX Text
592.83
AutoCAD SHX Text
592.24
AutoCAD SHX Text
594.83
AutoCAD SHX Text
591.29
AutoCAD SHX Text
584.58
AutoCAD SHX Text
580.98
AutoCAD SHX Text
585.67
AutoCAD SHX Text
588.71
AutoCAD SHX Text
593.24
AutoCAD SHX Text
582.14
AutoCAD SHX Text
588.21
AutoCAD SHX Text
591.22
AutoCAD SHX Text
589.79
AutoCAD SHX Text
586.91
AutoCAD SHX Text
584.96
AutoCAD SHX Text
581.66
AutoCAD SHX Text
581.96
AutoCAD SHX Text
584.85
AutoCAD SHX Text
589.01
AutoCAD SHX Text
591.25
AutoCAD SHX Text
589.63
AutoCAD SHX Text
591.08
AutoCAD SHX Text
587.67
AutoCAD SHX Text
585.98
AutoCAD SHX Text
581.91
AutoCAD SHX Text
591.13
AutoCAD SHX Text
593.20
AutoCAD SHX Text
588.58
AutoCAD SHX Text
586.10
AutoCAD SHX Text
583.30
AutoCAD SHX Text
604.24
AutoCAD SHX Text
604.30
AutoCAD SHX Text
604.57
AutoCAD SHX Text
605.27
AutoCAD SHX Text
604.66
AutoCAD SHX Text
604.36
AutoCAD SHX Text
604.35
AutoCAD SHX Text
583.18
AutoCAD SHX Text
585.66
AutoCAD SHX Text
582.81
AutoCAD SHX Text
585.51
AutoCAD SHX Text
585.24
AutoCAD SHX Text
583.13
AutoCAD SHX Text
584.96
AutoCAD SHX Text
583.34
AutoCAD SHX Text
585.20
AutoCAD SHX Text
583.52
AutoCAD SHX Text
584.99
AutoCAD SHX Text
585.41
AutoCAD SHX Text
585.11
AutoCAD SHX Text
582.72
AutoCAD SHX Text
582.83
AutoCAD SHX Text
586.50
AutoCAD SHX Text
583.43
AutoCAD SHX Text
582.77
AutoCAD SHX Text
585.72
AutoCAD SHX Text
582.78
AutoCAD SHX Text
585.23
AutoCAD SHX Text
583.04
AutoCAD SHX Text
586.34
AutoCAD SHX Text
586.29
AutoCAD SHX Text
584.29
AutoCAD SHX Text
583.29
AutoCAD SHX Text
587.29
AutoCAD SHX Text
587.51
AutoCAD SHX Text
584.24
AutoCAD SHX Text
586.63
AutoCAD SHX Text
582.96
AutoCAD SHX Text
586.21
AutoCAD SHX Text
586.87
AutoCAD SHX Text
583.11
AutoCAD SHX Text
587.64
AutoCAD SHX Text
587.25
AutoCAD SHX Text
584.32
AutoCAD SHX Text
589.63
AutoCAD SHX Text
593.41
AutoCAD SHX Text
588.21
AutoCAD SHX Text
590.11
AutoCAD SHX Text
593.79
AutoCAD SHX Text
592.60
AutoCAD SHX Text
587.56
AutoCAD SHX Text
588.67
AutoCAD SHX Text
592.96
AutoCAD SHX Text
588.83
AutoCAD SHX Text
594.64
AutoCAD SHX Text
593.16
AutoCAD SHX Text
589.08
AutoCAD SHX Text
585.73
AutoCAD SHX Text
594.91
AutoCAD SHX Text
594.95
AutoCAD SHX Text
596.65
AutoCAD SHX Text
597.29
AutoCAD SHX Text
597.52
AutoCAD SHX Text
598.22
AutoCAD SHX Text
598.70
AutoCAD SHX Text
600.98
AutoCAD SHX Text
600.95
AutoCAD SHX Text
600.75
AutoCAD SHX Text
600.23
AutoCAD SHX Text
599.97
AutoCAD SHX Text
599.84
AutoCAD SHX Text
601.71
AutoCAD SHX Text
603.72
AutoCAD SHX Text
605.35
AutoCAD SHX Text
605.35
AutoCAD SHX Text
604.26
AutoCAD SHX Text
603.33
AutoCAD SHX Text
606.06
AutoCAD SHX Text
606.27
AutoCAD SHX Text
608.43
AutoCAD SHX Text
608.62
AutoCAD SHX Text
603.28
AutoCAD SHX Text
602.33
AutoCAD SHX Text
601.06
AutoCAD SHX Text
600.38
AutoCAD SHX Text
600.06
AutoCAD SHX Text
600.45
AutoCAD SHX Text
599.84
AutoCAD SHX Text
600.47
AutoCAD SHX Text
599.77
AutoCAD SHX Text
600.08
AutoCAD SHX Text
599.44
AutoCAD SHX Text
599.63
AutoCAD SHX Text
597.99
AutoCAD SHX Text
599.10
AutoCAD SHX Text
599.10
AutoCAD SHX Text
598.87
AutoCAD SHX Text
599.53
AutoCAD SHX Text
599.17
AutoCAD SHX Text
600.28
AutoCAD SHX Text
598.80
AutoCAD SHX Text
599.38
AutoCAD SHX Text
601.42
AutoCAD SHX Text
598.28
AutoCAD SHX Text
598.77
AutoCAD SHX Text
601.40
AutoCAD SHX Text
598.34
AutoCAD SHX Text
596.81
AutoCAD SHX Text
597.72
AutoCAD SHX Text
597.60
AutoCAD SHX Text
597.47
AutoCAD SHX Text
598.43
AutoCAD SHX Text
597.72
AutoCAD SHX Text
599.08
AutoCAD SHX Text
599.38
AutoCAD SHX Text
598.72
AutoCAD SHX Text
601.36
AutoCAD SHX Text
601.23
AutoCAD SHX Text
600.31
AutoCAD SHX Text
600.05
AutoCAD SHX Text
595.26
AutoCAD SHX Text
593.43
AutoCAD SHX Text
589.59
AutoCAD SHX Text
594.39
AutoCAD SHX Text
594.02
AutoCAD SHX Text
594.34
AutoCAD SHX Text
589.59
AutoCAD SHX Text
587.83
AutoCAD SHX Text
593.57
AutoCAD SHX Text
587.42
AutoCAD SHX Text
584.44
AutoCAD SHX Text
588.48
AutoCAD SHX Text
593.78
AutoCAD SHX Text
587.75
AutoCAD SHX Text
585.86
AutoCAD SHX Text
591.05
AutoCAD SHX Text
585.98
AutoCAD SHX Text
587.86
AutoCAD SHX Text
589.86
AutoCAD SHX Text
593.33
AutoCAD SHX Text
587.66
AutoCAD SHX Text
585.89
AutoCAD SHX Text
586.13
AutoCAD SHX Text
587.36
AutoCAD SHX Text
589.46
AutoCAD SHX Text
594.25
AutoCAD SHX Text
589.59
AutoCAD SHX Text
589.42
AutoCAD SHX Text
589.16
AutoCAD SHX Text
589.59
AutoCAD SHX Text
592.36
AutoCAD SHX Text
592.48
AutoCAD SHX Text
590.38
AutoCAD SHX Text
590.66
AutoCAD SHX Text
592.26
AutoCAD SHX Text
590.43
AutoCAD SHX Text
586.84
AutoCAD SHX Text
590.52
AutoCAD SHX Text
591.15
AutoCAD SHX Text
590.23
AutoCAD SHX Text
588.01
AutoCAD SHX Text
592.88
AutoCAD SHX Text
594.90
AutoCAD SHX Text
596.65
AutoCAD SHX Text
597.10
AutoCAD SHX Text
597.07
AutoCAD SHX Text
594.81
AutoCAD SHX Text
594.49
AutoCAD SHX Text
590.71
AutoCAD SHX Text
590.99
AutoCAD SHX Text
593.58
AutoCAD SHX Text
583.81
AutoCAD SHX Text
587.88
AutoCAD SHX Text
591.62
AutoCAD SHX Text
583.96
AutoCAD SHX Text
594.32
AutoCAD SHX Text
584.98
AutoCAD SHX Text
586.19
AutoCAD SHX Text
596.03
AutoCAD SHX Text
586.86
AutoCAD SHX Text
592.46
AutoCAD SHX Text
586.37
AutoCAD SHX Text
591.81
AutoCAD SHX Text
586.06
AutoCAD SHX Text
593.13
AutoCAD SHX Text
586.19
AutoCAD SHX Text
593.81
AutoCAD SHX Text
585.66
AutoCAD SHX Text
595.93
AutoCAD SHX Text
599.84
AutoCAD SHX Text
597.07
AutoCAD SHX Text
596.59
AutoCAD SHX Text
586.58
AutoCAD SHX Text
590.44
AutoCAD SHX Text
594.52
AutoCAD SHX Text
599.10
AutoCAD SHX Text
596.75
AutoCAD SHX Text
590.15
AutoCAD SHX Text
586.45
AutoCAD SHX Text
589.97
AutoCAD SHX Text
592.11
AutoCAD SHX Text
596.11
AutoCAD SHX Text
586.88
AutoCAD SHX Text
586.90
AutoCAD SHX Text
587.18
AutoCAD SHX Text
590.68
AutoCAD SHX Text
594.14
AutoCAD SHX Text
595.26
AutoCAD SHX Text
592.40
AutoCAD SHX Text
586.74
AutoCAD SHX Text
587.04
AutoCAD SHX Text
593.19
AutoCAD SHX Text
594.93
AutoCAD SHX Text
596.04
AutoCAD SHX Text
596.26
AutoCAD SHX Text
599.72
AutoCAD SHX Text
591.65
AutoCAD SHX Text
593.97
AutoCAD SHX Text
598.25
AutoCAD SHX Text
599.94
AutoCAD SHX Text
597.62
AutoCAD SHX Text
594.99
AutoCAD SHX Text
596.07
AutoCAD SHX Text
592.81
AutoCAD SHX Text
587.30
AutoCAD SHX Text
587.47
AutoCAD SHX Text
592.91
AutoCAD SHX Text
598.81
AutoCAD SHX Text
600.08
AutoCAD SHX Text
602.32
AutoCAD SHX Text
602.55
AutoCAD SHX Text
602.64
AutoCAD SHX Text
602.56
AutoCAD SHX Text
601.02
AutoCAD SHX Text
600.13
AutoCAD SHX Text
598.71
AutoCAD SHX Text
601.00
AutoCAD SHX Text
600.98
AutoCAD SHX Text
600.83
AutoCAD SHX Text
603.06
AutoCAD SHX Text
602.74
AutoCAD SHX Text
600.52
AutoCAD SHX Text
600.66
AutoCAD SHX Text
599.35
AutoCAD SHX Text
599.97
AutoCAD SHX Text
601.05
AutoCAD SHX Text
602.78
AutoCAD SHX Text
603.62
AutoCAD SHX Text
604.60
AutoCAD SHX Text
604.92
AutoCAD SHX Text
603.57
AutoCAD SHX Text
603.87
AutoCAD SHX Text
605.67
AutoCAD SHX Text
606.63
AutoCAD SHX Text
604.84
AutoCAD SHX Text
605.56
AutoCAD SHX Text
606.49
AutoCAD SHX Text
606.29
AutoCAD SHX Text
605.42
AutoCAD SHX Text
605.30
AutoCAD SHX Text
603.98
AutoCAD SHX Text
602.12
AutoCAD SHX Text
601.01
AutoCAD SHX Text
604.02
AutoCAD SHX Text
606.34
AutoCAD SHX Text
601.77
AutoCAD SHX Text
601.91
AutoCAD SHX Text
601.38
AutoCAD SHX Text
604.68
AutoCAD SHX Text
603.94
AutoCAD SHX Text
604.35
AutoCAD SHX Text
606.23EP
AutoCAD SHX Text
606.18EP
AutoCAD SHX Text
606.40EP
AutoCAD SHX Text
606.37EP
AutoCAD SHX Text
606.04EP
AutoCAD SHX Text
606.09EP
AutoCAD SHX Text
606.02EP
AutoCAD SHX Text
Top of Bank
AutoCAD SHX Text
Top of Bank
AutoCAD SHX Text
Top of Bank
AutoCAD SHX Text
Top of Bank
AutoCAD SHX Text
Top of Bank
AutoCAD SHX Text
Top of Bank
AutoCAD SHX Text
Top of Bank
AutoCAD SHX Text
Top of Bank
AutoCAD SHX Text
Top of Bank
AutoCAD SHX Text
Top of Bank
AutoCAD SHX Text
Top of Bank
AutoCAD SHX Text
Top of Bank
AutoCAD SHX Text
Top of Bank
AutoCAD SHX Text
Top of Bank
AutoCAD SHX Text
Top of Bank
AutoCAD SHX Text
Pool Area
AutoCAD SHX Text
Top of Bank
AutoCAD SHX Text
Top of Bank
AutoCAD SHX Text
Centerline of Ditch
AutoCAD SHX Text
Centerline of Ditch
AutoCAD SHX Text
Centerline of Ditch
AutoCAD SHX Text
Centerline of Ditch
AutoCAD SHX Text
Centerline of Ditch
AutoCAD SHX Text
Toe of Slope
AutoCAD SHX Text
Toe of Slope
AutoCAD SHX Text
Toe of Slope
AutoCAD SHX Text
Toe of Slope
AutoCAD SHX Text
4"(PVC) Inv. = 590.63
AutoCAD SHX Text
4"(CPP) Inv. = 591.96
AutoCAD SHX Text
4"(CPP) Inv. = 595.22
AutoCAD SHX Text
4"(CPP) Inv. = 598.35
AutoCAD SHX Text
Retaining Wall
AutoCAD SHX Text
Brick Wall
AutoCAD SHX Text
Existing Building
AutoCAD SHX Text
Existing Building
AutoCAD SHX Text
Existing Building
AutoCAD SHX Text
Finish Floor Elevation = 606.28
AutoCAD SHX Text
Finish Floor Elevation = 608.92
AutoCAD SHX Text
Finish Floor Elevation = 601.05
AutoCAD SHX Text
18"
AutoCAD SHX Text
34"
AutoCAD SHX Text
24"
AutoCAD SHX Text
14"
AutoCAD SHX Text
28"
AutoCAD SHX Text
12"
AutoCAD SHX Text
18"
AutoCAD SHX Text
36"
AutoCAD SHX Text
12"
AutoCAD SHX Text
16"
AutoCAD SHX Text
16"
AutoCAD SHX Text
24"
AutoCAD SHX Text
18"
AutoCAD SHX Text
48"
AutoCAD SHX Text
14"
AutoCAD SHX Text
34"
AutoCAD SHX Text
12"
AutoCAD SHX Text
12"
AutoCAD SHX Text
24"
AutoCAD SHX Text
14"
AutoCAD SHX Text
18"
AutoCAD SHX Text
28"
AutoCAD SHX Text
36"
AutoCAD SHX Text
12"
AutoCAD SHX Text
12"
AutoCAD SHX Text
36"
AutoCAD SHX Text
14"
AutoCAD SHX Text
12"
AutoCAD SHX Text
24"
AutoCAD SHX Text
16"
AutoCAD SHX Text
18"
AutoCAD SHX Text
12"
AutoCAD SHX Text
14"
AutoCAD SHX Text
30"
AutoCAD SHX Text
16"
AutoCAD SHX Text
16"
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16"
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20"
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20"
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18"
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28"
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20"
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32"
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12"
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12"
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26"
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26"
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12"
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12"
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20"
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16"
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40"
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24"
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12"
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12"
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12"
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36"
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12"
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32"
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12"
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12"
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42"
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14"
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36"
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24"
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36"
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18"
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28"
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18"
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24"
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24"
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36"
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14"
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12"
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24"
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14"
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18"
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26"
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20"
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16"
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20"
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26"
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15"
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12"
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15"
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18"
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12"
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18"
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14"
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20"
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12"
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20"
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20"
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14"
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12"
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12"
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14"
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14"
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14"
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34"
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12"
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24"
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12"
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18"
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12"
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18"
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12"
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14"
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34"
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14"
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16"
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16"
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12"
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24"
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12"
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24"
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20"
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16"
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14"
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18"
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Concrete Patio
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18"
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14"
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36"
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14"
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Concrete Debris Area
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Septic Tank Lid Rim = 601.75
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606.76
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53
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Existing Concrete Walk
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Existing Concrete Walk
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589.09
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589.09
AutoCAD SHX Text
589.09
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PLOTTED TO NOTED SCALE
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THIS LINE SCALES 1" WHEN
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FINAL
AutoCAD SHX Text
AUGUST 2016
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JOB NO.
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OF
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SHEET NO.
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DESIGNED
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DATE:
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BY
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NO.
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DATE
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REVISIONS AFTER ISSUED FOR BID
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CHECKED
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DRAWN
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STATUS:
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SCALE
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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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SCHWOCHOW DITCH IMPROVEMENTS SANDUSKY COUNTY
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DITCH PLAN AND PROFILE STA. 6+50 TO 13+00
AutoCAD SHX Text
2
AutoCAD SHX Text
5
AutoCAD SHX Text
12
AutoCAD SHX Text
506.7098.001
AutoCAD SHX Text
1"=20' HOR. 1"=4' VERT.
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BMH
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RAM
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TAB
AutoCAD SHX Text
13
AutoCAD SHX Text
12
AutoCAD SHX Text
11
AutoCAD SHX Text
10
AutoCAD SHX Text
Match Line Sheet 1
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TOL-7098001PP02-Layout
AutoCAD SHX Text
05/25/17
AutoCAD SHX Text
06-V20
AutoCAD SHX Text
XREF: 7098001SURV
AutoCAD SHX Text
9
AutoCAD SHX Text
8
AutoCAD SHX Text
Bench Mark 53 N 627312.84 E 1798429.88 Set Capped Iron Rebar El. 601.67
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575
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580
AutoCAD SHX Text
585
AutoCAD SHX Text
590
AutoCAD SHX Text
595
AutoCAD SHX Text
600
AutoCAD SHX Text
570
AutoCAD SHX Text
575
AutoCAD SHX Text
580
AutoCAD SHX Text
585
AutoCAD SHX Text
590
AutoCAD SHX Text
595
AutoCAD SHX Text
600
AutoCAD SHX Text
570
AutoCAD SHX Text
7
AutoCAD SHX Text
SCHWOCHOW DITCH - AREA 3
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SCHWOCHOW DITCH - AREA 4
AutoCAD SHX Text
(See Sheets 6 & 7 For Cross Sections)
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(See Sheet 5 For Cross Sections)
AutoCAD SHX Text
GENERAL NOTES: Work Limits: The Work Limits Shown On These Plans Are For Physical Construction Only. Provide The Installation And Operation Of All Work Zone Traffic Control Devices Required By These Plans Whether Inside Or Outside These Work Limits. Clearing And Grubbing Removal All Trees And Stumps Specifically Marked For Removal And As Specified By The Engineer With In The Construction Limits Under The Lump Sum Bid For Item 201, Clearing And Grubbing. Seeding And Mulching Areas Designated For Seeding & Mulching Shall Be Fertilized In Accordance With Item 659. No Additional Payment Shall Be Made For Fertilizer. Seed Mixture Shall Be Class 2 Roadside Mixture Per Item 659. Dump Rock Fill Limits Dump Rock Fill Placed To The Calculated Q Flow 10 Flow Elevation Plus 1-Foot.
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Notes: 1.Contractor To Minimize Impact On Contractor To Minimize Impact On Wildlife And Natural Environment.
Jones & Henry Engineers, Ltd.www.jheng.com Fluid Thinking...TM
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PLOTTED TO NOTED SCALE
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THIS LINE SCALES 1" WHEN
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FINAL
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AUGUST 2016
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JOB NO.
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OF
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SHEET NO.
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DESIGNED
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DATE:
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BY
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NO.
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DATE
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REVISIONS AFTER ISSUED FOR BID
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CHECKED
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DRAWN
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STATUS:
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SCALE
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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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SCHWOCHOW DITCH IMPROVEMENTS SANDUSKY COUNTY
AutoCAD SHX Text
SECTIONS AREA 1
AutoCAD SHX Text
3
AutoCAD SHX Text
6
AutoCAD SHX Text
12
AutoCAD SHX Text
506.7098.001
AutoCAD SHX Text
1"=10'
AutoCAD SHX Text
BMH
AutoCAD SHX Text
RAM
AutoCAD SHX Text
TAB
AutoCAD SHX Text
TOL-7098001PP33-Layout
AutoCAD SHX Text
11/18/16
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06-V20
AutoCAD SHX Text
XREF: 7098001SURV
AutoCAD SHX Text
Area Sq.Yd.
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Seed
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Ersn. Mat
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End Area Sq. Ft.
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Cut
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Fill
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Cut
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Fill
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Volume Cu. Yd.
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Totals
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271
AutoCAD SHX Text
22
AutoCAD SHX Text
106
AutoCAD SHX Text
12
AutoCAD SHX Text
89
AutoCAD SHX Text
11
AutoCAD SHX Text
135
AutoCAD SHX Text
27
AutoCAD SHX Text
169
AutoCAD SHX Text
31
AutoCAD SHX Text
125
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18
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43
AutoCAD SHX Text
99
AutoCAD SHX Text
327
AutoCAD SHX Text
54
AutoCAD SHX Text
0
AutoCAD SHX Text
21
AutoCAD SHX Text
0
AutoCAD SHX Text
69
AutoCAD SHX Text
69
AutoCAD SHX Text
308
AutoCAD SHX Text
CROSS SECTIONS
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35
AutoCAD SHX Text
30
AutoCAD SHX Text
17
AutoCAD SHX Text
6
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CROSS SECTIONS
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57
AutoCAD SHX Text
0
AutoCAD SHX Text
0
AutoCAD SHX Text
0
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Dump Rock
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Dump Rock
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0
AutoCAD SHX Text
0
AutoCAD SHX Text
14
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55
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21
AutoCAD SHX Text
20
AutoCAD SHX Text
0
AutoCAD SHX Text
0
AutoCAD SHX Text
0
AutoCAD SHX Text
0
AutoCAD SHX Text
57
AutoCAD SHX Text
50
AutoCAD SHX Text
57
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End Area Sq. Ft.
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Cut
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Fill
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Cut
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Fill
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Volume Cu. Yd.
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Totals
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29
AutoCAD SHX Text
0
AutoCAD SHX Text
11
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6
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31
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30
AutoCAD SHX Text
18
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79
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7
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141
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2
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42
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31
AutoCAD SHX Text
127
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Dump Rock
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Dump Rock
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10
AutoCAD SHX Text
12
AutoCAD SHX Text
0
AutoCAD SHX Text
22
AutoCAD SHX Text
29
AutoCAD SHX Text
26
AutoCAD SHX Text
0
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End Width
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Seed
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Ersn. Mat
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28
AutoCAD SHX Text
28
AutoCAD SHX Text
150
AutoCAD SHX Text
150
AutoCAD SHX Text
34
AutoCAD SHX Text
34
AutoCAD SHX Text
48
AutoCAD SHX Text
36
AutoCAD SHX Text
43
AutoCAD SHX Text
43
AutoCAD SHX Text
13
AutoCAD SHX Text
0
AutoCAD SHX Text
14
AutoCAD SHX Text
0
AutoCAD SHX Text
12
AutoCAD SHX Text
0
AutoCAD SHX Text
10
AutoCAD SHX Text
0
AutoCAD SHX Text
0
AutoCAD SHX Text
0
AutoCAD SHX Text
12
AutoCAD SHX Text
0
AutoCAD SHX Text
Area Sq.Yd.
AutoCAD SHX Text
Seed
AutoCAD SHX Text
Ersn. Mat
AutoCAD SHX Text
195
AutoCAD SHX Text
51
AutoCAD SHX Text
44
AutoCAD SHX Text
210
AutoCAD SHX Text
End Width
AutoCAD SHX Text
Seed
AutoCAD SHX Text
Ersn. Mat
AutoCAD SHX Text
46
AutoCAD SHX Text
39
AutoCAD SHX Text
122
AutoCAD SHX Text
114
AutoCAD SHX Text
46
AutoCAD SHX Text
40
AutoCAD SHX Text
37
AutoCAD SHX Text
37
AutoCAD SHX Text
42
AutoCAD SHX Text
42
AutoCAD SHX Text
Totals
AutoCAD SHX Text
Totals
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Cross Section Notes: 1.Provide Fill Material Meeting The Requirements Of ODOT Item 203 And As Approved By The Engineer. Provide Fill Material Meeting The Requirements Of ODOT Item 203 And As Approved By The Engineer. 2.Proposed Ditch Centerline Elevations Shown Above In Cross Section (Unless Otherwise Noted). Proposed Ditch Centerline Elevations Shown Above In Cross Section (Unless Otherwise Noted). 3.Quantities Are Not Provided For Pipe Bedding Or Trench Backfill Quantities.Quantities Are Not Provided For Pipe Bedding Or Trench Backfill Quantities.
AutoCAD SHX Text
LEGEND
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= Cut Material
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= Fill Material
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= Dump Rock Fill
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= Existing Grade
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= Proposed Grade
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= Seeding
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Area 1 Totals
AutoCAD SHX Text
130
AutoCAD SHX Text
454
AutoCAD SHX Text
77
AutoCAD SHX Text
Area 1 Totals
AutoCAD SHX Text
466
AutoCAD SHX Text
518
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= Erosion Control Mat
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0*
AutoCAD SHX Text
0*
AutoCAD SHX Text
0*
AutoCAD SHX Text
0*
AutoCAD SHX Text
0*
AutoCAD SHX Text
0*
AutoCAD SHX Text
0*
AutoCAD SHX Text
16
AutoCAD SHX Text
16
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Areas Provided To End Of Improvements
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*
AutoCAD SHX Text
0
AutoCAD SHX Text
0
AutoCAD SHX Text
0
AutoCAD SHX Text
4
AutoCAD SHX Text
20
AutoCAD SHX Text
0
AutoCAD SHX Text
Sta. 2+74 (No Section Provided)
AutoCAD SHX Text
Sta. 2+55 (No Section Provided)
Jones & Henry Engineers, Ltd.www.jheng.com Fluid Thinking...TM
AutoCAD SHX Text
PLOTTED TO NOTED SCALE
AutoCAD SHX Text
THIS LINE SCALES 1" WHEN
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FINAL
AutoCAD SHX Text
AUGUST 2016
AutoCAD SHX Text
JOB NO.
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OF
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SHEET NO.
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DESIGNED
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DATE:
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BY
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NO.
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DATE
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REVISIONS AFTER ISSUED FOR BID
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CHECKED
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DRAWN
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STATUS:
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SCALE
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1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
SCHWOCHOW DITCH IMPROVEMENTS SANDUSKY COUNTY
AutoCAD SHX Text
SECTIONS AREA 2
AutoCAD SHX Text
4
AutoCAD SHX Text
7
AutoCAD SHX Text
12
AutoCAD SHX Text
506.7098.001
AutoCAD SHX Text
1"=10'
AutoCAD SHX Text
BMH
AutoCAD SHX Text
RAM
AutoCAD SHX Text
TAB
AutoCAD SHX Text
TOL-7098001PP34-Layout
AutoCAD SHX Text
11/17/16
AutoCAD SHX Text
06-V20
AutoCAD SHX Text
XREF: 7098001SURV
AutoCAD SHX Text
CROSS SECTIONS
AutoCAD SHX Text
End Area Sq. Ft.
AutoCAD SHX Text
Cut
AutoCAD SHX Text
Fill
AutoCAD SHX Text
Cut
AutoCAD SHX Text
Fill
AutoCAD SHX Text
Volume Cu. Yd.
AutoCAD SHX Text
Area 2 Totals
AutoCAD SHX Text
0
AutoCAD SHX Text
0
AutoCAD SHX Text
1
AutoCAD SHX Text
8
AutoCAD SHX Text
275
AutoCAD SHX Text
372
AutoCAD SHX Text
Dump Rock
AutoCAD SHX Text
Dump Rock
AutoCAD SHX Text
0
AutoCAD SHX Text
52
AutoCAD SHX Text
0
AutoCAD SHX Text
Area Sq.Yd.
AutoCAD SHX Text
Seed
AutoCAD SHX Text
Ersn. Mat
AutoCAD SHX Text
410
AutoCAD SHX Text
56
AutoCAD SHX Text
47
AutoCAD SHX Text
585
AutoCAD SHX Text
End Width
AutoCAD SHX Text
Seed
AutoCAD SHX Text
Ersn. Mat
AutoCAD SHX Text
70
AutoCAD SHX Text
62
AutoCAD SHX Text
Area 2 Totals
AutoCAD SHX Text
207
AutoCAD SHX Text
143
AutoCAD SHX Text
75
AutoCAD SHX Text
59
AutoCAD SHX Text
125
AutoCAD SHX Text
73
AutoCAD SHX Text
74
AutoCAD SHX Text
44
AutoCAD SHX Text
121
AutoCAD SHX Text
88
AutoCAD SHX Text
76
AutoCAD SHX Text
44
AutoCAD SHX Text
76
AutoCAD SHX Text
59
AutoCAD SHX Text
69
AutoCAD SHX Text
61
AutoCAD SHX Text
0
AutoCAD SHX Text
0
AutoCAD SHX Text
56
AutoCAD SHX Text
36
AutoCAD SHX Text
5
AutoCAD SHX Text
58
AutoCAD SHX Text
96
AutoCAD SHX Text
128
AutoCAD SHX Text
11
AutoCAD SHX Text
0
AutoCAD SHX Text
202
AutoCAD SHX Text
218
AutoCAD SHX Text
97
AutoCAD SHX Text
129
AutoCAD SHX Text
13
AutoCAD SHX Text
23
AutoCAD SHX Text
147
AutoCAD SHX Text
248
AutoCAD SHX Text
60
AutoCAD SHX Text
91
AutoCAD SHX Text
15
AutoCAD SHX Text
24
AutoCAD SHX Text
69
AutoCAD SHX Text
78
AutoCAD SHX Text
21
AutoCAD SHX Text
16
AutoCAD SHX Text
13
AutoCAD SHX Text
30
AutoCAD SHX Text
32
AutoCAD SHX Text
0
AutoCAD SHX Text
0
AutoCAD SHX Text
0
AutoCAD SHX Text
0
AutoCAD SHX Text
32
AutoCAD SHX Text
Cross Section Notes: 1.Provide Fill Material Meeting The Requirements Of ODOT Item 203 And As Approved By The Engineer. Provide Fill Material Meeting The Requirements Of ODOT Item 203 And As Approved By The Engineer. 2.Proposed Ditch Centerline Elevations Shown Above In Cross Section. (Unless Otherwise Noted)Proposed Ditch Centerline Elevations Shown Above In Cross Section. (Unless Otherwise Noted)
Jones & Henry Engineers, Ltd.www.jheng.com Fluid Thinking...TM
AutoCAD SHX Text
PLOTTED TO NOTED SCALE
AutoCAD SHX Text
THIS LINE SCALES 1" WHEN
AutoCAD SHX Text
FINAL
AutoCAD SHX Text
AUGUST 2016
AutoCAD SHX Text
JOB NO.
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OF
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
DESIGNED
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DATE:
AutoCAD SHX Text
BY
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISIONS AFTER ISSUED FOR BID
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
STATUS:
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
SCHWOCHOW DITCH IMPROVEMENTS SANDUSKY COUNTY
AutoCAD SHX Text
SECTIONS AREA 3
AutoCAD SHX Text
5
AutoCAD SHX Text
8
AutoCAD SHX Text
12
AutoCAD SHX Text
506.7098.001
AutoCAD SHX Text
1"=10'
AutoCAD SHX Text
BMH
AutoCAD SHX Text
RAM
AutoCAD SHX Text
TAB
AutoCAD SHX Text
TOL-7098001PP32-Layout
AutoCAD SHX Text
11/17/16
AutoCAD SHX Text
06-V20
AutoCAD SHX Text
XREF: 7098001SURV
AutoCAD SHX Text
CROSS SECTIONS
AutoCAD SHX Text
End Area Sq. Ft.
AutoCAD SHX Text
Cut
AutoCAD SHX Text
Fill
AutoCAD SHX Text
Cut
AutoCAD SHX Text
Fill
AutoCAD SHX Text
Volume Cu. Yd.
AutoCAD SHX Text
Area 3 Totals
AutoCAD SHX Text
19
AutoCAD SHX Text
0
AutoCAD SHX Text
9
AutoCAD SHX Text
3
AutoCAD SHX Text
21
AutoCAD SHX Text
15
AutoCAD SHX Text
27
AutoCAD SHX Text
35
AutoCAD SHX Text
53
AutoCAD SHX Text
80
AutoCAD SHX Text
26
AutoCAD SHX Text
44
AutoCAD SHX Text
80
AutoCAD SHX Text
104
AutoCAD SHX Text
23
AutoCAD SHX Text
0
AutoCAD SHX Text
0
AutoCAD SHX Text
0
AutoCAD SHX Text
42
AutoCAD SHX Text
76
AutoCAD SHX Text
18
AutoCAD SHX Text
22
AutoCAD SHX Text
Dump Rock
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Dump Rock
AutoCAD SHX Text
8
AutoCAD SHX Text
12
AutoCAD SHX Text
10
AutoCAD SHX Text
42
AutoCAD SHX Text
0
AutoCAD SHX Text
12
AutoCAD SHX Text
19
AutoCAD SHX Text
17
AutoCAD SHX Text
16
AutoCAD SHX Text
23
AutoCAD SHX Text
20
AutoCAD SHX Text
Area Sq.Yd.
AutoCAD SHX Text
Seed
AutoCAD SHX Text
Ersn. Mat
AutoCAD SHX Text
339
AutoCAD SHX Text
83
AutoCAD SHX Text
67
AutoCAD SHX Text
422
AutoCAD SHX Text
End Width
AutoCAD SHX Text
Seed
AutoCAD SHX Text
Ersn. Mat
AutoCAD SHX Text
67
AutoCAD SHX Text
51
AutoCAD SHX Text
141
AutoCAD SHX Text
121
AutoCAD SHX Text
57
AutoCAD SHX Text
50
AutoCAD SHX Text
108
AutoCAD SHX Text
83
AutoCAD SHX Text
70
AutoCAD SHX Text
59
AutoCAD SHX Text
Area 3 Totals
AutoCAD SHX Text
90
AutoCAD SHX Text
68
AutoCAD SHX Text
59
AutoCAD SHX Text
40
AutoCAD SHX Text
0
AutoCAD SHX Text
0
AutoCAD SHX Text
49
AutoCAD SHX Text
41
AutoCAD SHX Text
Cross Section Notes: 1.Provide Fill Material Meeting The Requirements Of ODOT Item 203 And As Approved By The Engineer. Provide Fill Material Meeting The Requirements Of ODOT Item 203 And As Approved By The Engineer. 2.Proposed Ditch Centerline Elevations Shown Above In Cross Section. (Unless Otherwise Noted)Proposed Ditch Centerline Elevations Shown Above In Cross Section. (Unless Otherwise Noted)
Jones & Henry Engineers, Ltd.www.jheng.com Fluid Thinking...TM
AutoCAD SHX Text
PLOTTED TO NOTED SCALE
AutoCAD SHX Text
THIS LINE SCALES 1" WHEN
AutoCAD SHX Text
FINAL
AutoCAD SHX Text
AUGUST 2016
AutoCAD SHX Text
JOB NO.
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OF
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
BY
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISIONS AFTER ISSUED FOR BID
AutoCAD SHX Text
CHECKED
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DRAWN
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STATUS:
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SCALE
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
SCHWOCHOW DITCH IMPROVEMENTS SANDUSKY COUNTY
AutoCAD SHX Text
SECTIONS AREA 4
AutoCAD SHX Text
6
AutoCAD SHX Text
9
AutoCAD SHX Text
12
AutoCAD SHX Text
506.7098.001
AutoCAD SHX Text
1"=10'
AutoCAD SHX Text
BMH
AutoCAD SHX Text
RAM
AutoCAD SHX Text
TAB
AutoCAD SHX Text
TOL-7098001PP30A-Layout
AutoCAD SHX Text
11/14/16
AutoCAD SHX Text
06-V20
AutoCAD SHX Text
XREF: 7098001SURV
AutoCAD SHX Text
CROSS SECTIONS
AutoCAD SHX Text
End Area Sq. Ft.
AutoCAD SHX Text
Cut
AutoCAD SHX Text
Fill
AutoCAD SHX Text
Cut
AutoCAD SHX Text
Fill
AutoCAD SHX Text
Volume Cu. Yd.
AutoCAD SHX Text
Sheet Totals
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70
AutoCAD SHX Text
477
AutoCAD SHX Text
123
AutoCAD SHX Text
320
AutoCAD SHX Text
263
AutoCAD SHX Text
387
AutoCAD SHX Text
173
AutoCAD SHX Text
226
AutoCAD SHX Text
430
AutoCAD SHX Text
628
AutoCAD SHX Text
100
AutoCAD SHX Text
0
AutoCAD SHX Text
21
AutoCAD SHX Text
0
AutoCAD SHX Text
14
AutoCAD SHX Text
0
AutoCAD SHX Text
0
AutoCAD SHX Text
0
AutoCAD SHX Text
Dump Rock
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Dump Rock
AutoCAD SHX Text
12
AutoCAD SHX Text
11
AutoCAD SHX Text
39
AutoCAD SHX Text
5
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0
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16
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16
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15
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14
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Area Sq.Yd.
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Seed
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Ersn. Mat
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707
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931
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End Width
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Seed
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Ersn. Mat
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121
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93
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284
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216
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135
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101
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291
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221
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127
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98
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Sheet Totals
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257
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192
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104
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75
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99
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78
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75
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65
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204
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222
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113
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82
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11
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15
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0
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0
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Cross Section Notes: 1.Provide Fill Material Meeting The Requirements Of ODOT Item 203 And As Approved By The Engineer. Provide Fill Material Meeting The Requirements Of ODOT Item 203 And As Approved By The Engineer. 2.Proposed Ditch Centerline Elevations Shown Above In Cross Section. (Unless Otherwise Noted)Proposed Ditch Centerline Elevations Shown Above In Cross Section. (Unless Otherwise Noted)
Jones & Henry Engineers, Ltd.www.jheng.com Fluid Thinking...TM
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PLOTTED TO NOTED SCALE
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THIS LINE SCALES 1" WHEN
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FINAL
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AUGUST 2016
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JOB NO.
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OF
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SHEET NO.
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DESIGNED
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DATE:
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BY
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NO.
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DATE
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REVISIONS AFTER ISSUED FOR BID
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CHECKED
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DRAWN
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STATUS:
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SCALE
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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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SCHWOCHOW DITCH IMPROVEMENTS SANDUSKY COUNTY
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SECTIONS AREA 4
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7
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10
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12
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506.7098.001
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1"=10'
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BMH
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RAM
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TAB
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TOL-7098001PP30-Layout
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11/17/16
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06-V20
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XREF: 7098001SURV
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CROSS SECTIONS
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End Area Sq. Ft.
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Cut
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Fill
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Cut
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Fill
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Volume Cu. Yd.
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Sheet Totals
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0
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0
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3
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4
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27
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48
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39
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110
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617
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1,273
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235
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328
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247
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378
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77
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248
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173
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320
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209
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353
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155
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461
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Dump Rock
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Dump Rock
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0
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0
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50
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21
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0
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29
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0
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0
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0
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0
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37
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Area Sq.Yd.
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Seed
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Ersn. Mat
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1,062
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73
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64
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1,420
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End Width Ft.
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Seed
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Ersn. Mat
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136
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127
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267
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213
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127
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104
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397
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293
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113
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88
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Sheet Totals
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345
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242
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125
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88
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82
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57
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338
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250
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Cross Section Notes: 1.Provide Fill Material Meeting The Requirements Of ODOT Item 203 And As Approved By The Engineer. Provide Fill Material Meeting The Requirements Of ODOT Item 203 And As Approved By The Engineer. 2.Proposed Ditch Centerline Elevations Shown Above In Cross Section. (Unless Otherwise Noted)Proposed Ditch Centerline Elevations Shown Above In Cross Section. (Unless Otherwise Noted)
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1,047
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1,901
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89
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Area 4 Totals
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Area 4 Totals
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1,769
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2,351
Jones & Henry Engineers, Ltd.www.jheng.com Fluid Thinking...TM
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TOL-7098001MD01
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05/25/17
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06-V20
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PLOTTED TO NOTED SCALE
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THIS LINE SCALES 1" WHEN
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FINAL
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AUGUST 2016
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JOB NO.
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OF
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SHEET NO.
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DESIGNED
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DATE:
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BY
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NO.
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DATE
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REVISIONS AFTER ISSUED FOR BID
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CHECKED
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DRAWN
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STATUS:
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SCALE
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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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SCHWOCHOW DITCH IMPROVEMENTS SANDUSKY COUNTY
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MISCELLANEOUS DETAILS
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MD-1
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11
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12
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506.7098.001
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NONE
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BMH
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RAM
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TAB
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1
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1
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TRANSVERSE ZONE OF INFLUENCE
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NTS
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Edge Of Pavement Or Structure
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Zone Of Influence
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Special Backfill Material
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Fill Per Trench Detail
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Bedding Per Trench Detail
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Conduit
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NTS
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Of Survey And Construction Unless Noted
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Grade As Shown On Plans.
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1"/ft
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14"/ft.
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14"/ft.
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1"/ft
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ODOT Item 441 - 1 " Asphalt Concrete Surface Course Type 1 (448) PG 64-2214" Asphalt Concrete Surface Course Type 1 (448) PG 64-22
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ODOT Item 441 - 1 " Asphalt Concrete Intermediate Course Type 2 (448) PG 64-2234" Asphalt Concrete Intermediate Course Type 2 (448) PG 64-22 Type 2 (448) PG 64-22
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ODOT Item 304 - 8" Aggregate Base8" Aggregate Base
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ODOT Item 411 - 3 " Compacted Aggregate Shoulder12" Compacted Aggregate Shoulder
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ODOT Item 407 - Tack Coat 0.075 Gal/Sq.Yd.Tack Coat 0.075 Gal/Sq.Yd.
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ODOT Item 204 - Compacted SubgradeCompacted Subgrade
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TYPICAL PAVEMENT SECTION
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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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5
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6
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3
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2
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1
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4
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Existing Pavement
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Overlay Of Asphalt Concrete Surface Course
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Existing Pavement Surface
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Grind Existing Pavement For Butt Joint
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Asphalt Cement Coating
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Bituminous Seal
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NTS
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BUTT JOINT
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Level Contour No Slope
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Geotextile
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Joining Sections Of Silt Fence
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Flow
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Geotextile
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Note: Flat Slope In Front Of Barrier.
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ASTM D 3786
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ASTM D 1682
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0.3 Gal./Min./ft.² Max.
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190 P.S.I. Minimum
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90 Lb. Minimum
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TEST METHOD
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VALUES
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FABRIC PROPERTIES
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Grab Tensile Strength
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Mullen Burst Strength
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Slurry Flow Rate
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Equivalent Opening Size
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40-80
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US Std. Sieve CW-02215
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ASTM-G-26
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90% Minimum
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Ultraviolet Radiation Stability
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NTS
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SILT FENCE
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ELEVATION
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SF
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Notes: 1.Silt Fence Shall Be Constructed Before Upslope Land Disturbance Begins. Silt Fence Shall Be Constructed Before Upslope Land Disturbance Begins. 2.All Silt Fence Shall Be Placed As Close To The Contour As Possible So That Water Will Not Concentrate At Low Points All Silt Fence Shall Be Placed As Close To The Contour As Possible So That Water Will Not Concentrate At Low Points In The Fence And So That Small Swales Or Depressions Which May Carry Small Concentrated Flows To The Silt Fence Are Dissipated Along Its Length. 3.To Prevent Water Ponded By The Silt Fence From Flowing Around The Ends, Each End Shall Be Constructed Upslope To Prevent Water Ponded By The Silt Fence From Flowing Around The Ends, Each End Shall Be Constructed Upslope So That The Ends Are At A Higher Elevation. 4.Where Possible, Silt Fence Shall Be Placed On The Flattest Area Available. Where Possible, Silt Fence Shall Be Placed On The Flattest Area Available. 5.Where Possible, Vegetation Shall Be Preserved For 5 Ft. (Or As Much As Possible) Upslope From The Silt Fence. If Where Possible, Vegetation Shall Be Preserved For 5 Ft. (Or As Much As Possible) Upslope From The Silt Fence. If Vegetation Is Removed, It Shall Be Reestablished Within 7 Days From The Installation Of The Fence. 6.Soil Stockpiles Or Other Sources Of Sediment Shall Have Silt Fence Protection. Soil Stockpiles Or Other Sources Of Sediment Shall Have Silt Fence Protection. 7.The Silt Fence Shall Be Placed In A Trench Cut A Minimum Of 6" Deep. The Trench Shall Be Cut With A Trencher, The Silt Fence Shall Be Placed In A Trench Cut A Minimum Of 6" Deep. The Trench Shall Be Cut With A Trencher, Cable Laying Machine, Or Other Suitable Device Which Will Ensure An Adequately Uniform Trench Depth. 8.The Silt Fence Shall Be Placed With The Stakes On The Down Slope Side Of The GEOTEXTILE And So That 8" Of Cloth The Silt Fence Shall Be Placed With The Stakes On The Down Slope Side Of The GEOTEXTILE And So That 8" Of Cloth Are Below The Ground Surface. Excess Material Shall Lay On The Bottom Of The 6" Deep Trench. The Trench Shall Be Back filled And Compacted. 9.Seams Between Sections Of Silt Fence Shall Be Overlapped With The End Stakes Of Each Section Wrapped Together Seams Between Sections Of Silt Fence Shall Be Overlapped With The End Stakes Of Each Section Wrapped Together Before Driving Into The Ground. 10.Maintenance-- Silt Fence Shall Allow Runoff To Pass Only As Diffuse Flow Through The GEOTEXTILE. If Runoff Over Maintenance-- Silt Fence Shall Allow Runoff To Pass Only As Diffuse Flow Through The GEOTEXTILE. If Runoff Over Tops The Silt Fence, Flows Under Or Around The Ends, Or In Any Other Way Becomes A Concentrated Flow, One Of The Following Shall Be Performed, As Appropriate: A.The Layout Of The Silt Fence Shall Be Changed. The Layout Of The Silt Fence Shall Be Changed. B.Accumulated Sediment Shall Be Removed. Accumulated Sediment Shall Be Removed. C.Other Practices Shall Be Installed. Other Practices Shall Be Installed. Criteria For Silt Fence Materials: 1.Fence Posts - The Length Shall Be A Minimum Of 32" Long. Wood Post Will Be 2" X 2" Hardwood Of Sound Quality. Fence Posts - The Length Shall Be A Minimum Of 32" Long. Wood Post Will Be 2" X 2" Hardwood Of Sound Quality. The Maximum Spacing Between Posts Shall Be 10 Ft. 2.Silt Fence Fabric (See Chart Below):Silt Fence Fabric (See Chart Below):
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10'-0"
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10'-0"
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1'-4"
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1'-4"
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5'-0"
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5'-0"
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Minimum (2) #5 EF Above Pipe
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#7@6 Vertical & Dowels EF At Headwall & At #6@12 EF At Wing Walls
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#5@12 Horizontal EF At Headwall & At Wing Walls
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Heavy Riprap With Fabric Filter Per ODOT 601 Type C. See Plan For Additional Riprap
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6" Minimum Of Compacted Special Backfill
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#5@12
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#5@12 EW
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SECTION E-E
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HEADWALL HW SP DETAIL
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14"=1'-0"
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PLAN
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48"
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E
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E
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3" Weep Hole WithStainless Steel Screen (4 Places) El. 591.45
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Inv. El. 592.45
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48" RCP
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Select Backfill
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El. 600.45
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.75 Max.
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1
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Pipe Bedding See Typical Detail On This Sheet
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4" Minimum
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#5@12 EWEF
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Inv. El. 591.79
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Provide Box-Out For 48" RCP
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Special Backfill
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Special Backfill (See Trench Detail)
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Sta. 2+65
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Approved Excavated Material In Unpaved Areas Unless Otherwise Directed
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Bed Pipe In Granular Bedding Material Hand Tamped In 6" Layers To A Minimum Of 1'-0" Above Pipe
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Note: Under Existing Sewers, Water Lines, Gas Lines, Telephone Cable And Electrical Conduits, Backfill With Granular Bedding Material To The Centerline Of The Existing Utility Lines.
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Undisturbed Earth Or Rock
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Existing Pavement, Saw Cut Straight Edge
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NTS
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TRENCH DETAIL FOR FLEXIBLE PIPE
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Special Backfill Under
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Special Backfill Under
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O.D.
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See Pavement Details For Pavement Sections
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Top Soil Per Specification Section 659
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(At Top Of Pipe)
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OD+16"
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"U"*
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* Note: : "U" Is The Minimum Width For Flexible Pipes In Accordance With ASTM D-2321 And D-2774.
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PIPE OD
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0" To 14"
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TRENCH SCHEDULE
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OD+20"
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14.1" To 28"
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OD+24"
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28.1" To 48"
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OD+30"
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48.1" To 70"
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D
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O
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D
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i
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D /6 Min.
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O
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D Min.
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O
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D /3
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O
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Bedding
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Outer Bedding Materials And Compaction Each Side, Same Requirements As Haunch.
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Springline
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Special Backfill Or Approved Excavated Material, Unless Directed Otherwise, Per Details
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Haunch
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Lower Side
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Middle Bedding Loosely Placed Uncompacted Bedding Except Type 4
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NTS
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TRENCH DETAIL FOR CONCRETE PIPE
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See Concrete Pipe Design Manual
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Note: Pipe Design Calculations Based Upon A Type 3 Standard Installation Per Concrete Pipe Design Manual, American Concrete Pipe Association, 19th Edition 2007
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Concrete Pipe Trench Schedule
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Maximum Trench Width (Bd) (Feet)
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Height Of Backfill (H) Above Crown Of Pipe
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48"
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5
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7.6
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6
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7.7
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7
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7.8
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8
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7.9
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9
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8.0
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10
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8.1
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Table Is For ASTM C76 Pipe Installed In Clay Soils With Ku'0.13 In A Type 3 Installation
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Bedding Material
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14"=1'-0"
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Edge Of Pavement Or Back Of Curb
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Note: New Driveway Approach Shall Match The Existing Driveway Surface Unless Otherwise Shown On The Drawings. Minimum Driveway Approaches Shall Be: Concrete - 6" Plain Portland Cement Concrete Asphalt - 2" Asphalt Concrete Surface On 6" Aggregate Base With Prime Coat Stone Or Gravel - 6" Stabilized Crushed Aggregate
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Face Of Sidewalk, Right Of Way Line, Or As Shown On Drawings.
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TYPICAL DRIVEWAY APPROACH
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8'-0" Min.
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8'-0" Min.
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1
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2
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3
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ODOT Item 203 - Roadway Excavation
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ODOT Item 204 - Subgrade Compaction
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6" Item 703.19 (No. 1 & No. 2 Stone)
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1
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2
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3
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TEMPORARY ACCESS DRIVE TYPICAL SECTION
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NTS
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Special Backfill (See Trench Detail)
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A
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A
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14"=1'-0"
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SECTION A-A
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14"=1'-0"
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PLAN
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48"%%C RCP Inv. El. 593.08
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Top Of Wall/ Ground El. 598.60
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Top Of Structure El. 597.60
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Riprap
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2
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1
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CATCH BASIN TYPE SP
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1" For 1 " Overlay 14" Overlay 2" For 1 " Intermediate Contingency12" Intermediate Contingency
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(Similar To ODOT CB No. 5 With Type "A" Grate)
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2 Fabricated Grates Per ODOT Standard Detail CB-3.2
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Bed Pipe In Granular Bedding Material Hand Tamped In 6" Layers To A Minimum Of 1'-0" Above Pipe
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Undisturbed Earth Or Rock
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Existing Pavement, Saw Cut Straight Edge
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Special Backfill Under
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Special Backfill Under
Jones & Henry Engineers, Ltd.www.jheng.com Fluid Thinking...TM
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TOL-7098001MD02
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01/18/17
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06-V20
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Image: 7098001ODOT ECMAT.TIFF
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PLOTTED TO NOTED SCALE
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THIS LINE SCALES 1" WHEN
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FINAL
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AUGUST 2016
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JOB NO.
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OF
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SHEET NO.
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DESIGNED
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DATE:
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BY
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NO.
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DATE
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REVISIONS AFTER ISSUED FOR BID
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CHECKED
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DRAWN
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STATUS:
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SCALE
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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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SCHWOCHOW DITCH IMPROVEMENTS SANDUSKY COUNTY
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EROSION CONTROL DETAILS
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MD-2
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12
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12
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506.7098.001
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NONE
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BMH
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RAM
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TAB
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Note: Apply ODOT Item 659 Class 6 Wildlife Seeding Mix To Be Used To Establish Vegetated Buffer Strips Where None Exist Adjacent To The Channel.