E4014 Construction Surveying Road Construction Plans

Plan No Widening and Overlay and Reconstruction traffic lane width

Plan No Widening and Overlay and Reconstruction traffic lane width shoulder width

Plan No Widening and Overlay and Reconstruction traffic lane width shoulder width left and right crossfall

Plan No Widening and Overlay and Reconstruction traffic lane width shoulder width left and right crossfall slope from shoulder

Plan No Widening and Overlay and Reconstruction traffic lane width shoulder width left and right crossfall slope from shoulder reference point numbers

Plan No Location of Signs

Plan No Superelevated curves pavement details Chainages

Plan No Sub-Surface Drainage

Plan No / Plan View chainages

Plan No / Plan View chainages tangent points

Plan No / Plan View chainages tangent points curve radii & tangent lengths

Plan No / Plan View chainages tangent points curve radii & tangent lengths culverts - existing benchmarks and permanent marks bearings of straights cadastral information

Plan No / Longsection drainage data vertical curve data longitudinal gradients overtaking lane data road formation depths

Plan No / Title Block offset pegs location Bench Mark details Revision No Plan No

Plan No Cross Section Variations –new road constructed over existing bitumen surface

Plan No Brandy Creek Road Turnout road widths on main road tapers - approx chainages semi-mountable kerb radii Brandy Creek Road widths Control Line and Brandy Creek Rd Equivalences Brandy Creek Road Horizontal Centreline Details Brandy Creek Road Vertical Details Brandy Creek Road drainage feature

Plan No Bus Stopping Area location tapers - approx chainages Typical Minor Turnout location diagram and dimensions

Plan No Semi Mountable Kerb Details dimensions offset and level point Flared End to kerbing dimensions

Plan No Cannon Valley Turnout road widths Auxiliary lane tapers - approx chainages semi-mountable kerb radii Road equivalences Gregory - Cannon Valley Road horizontal details shoulder taper

Plan No Cannon Valley Turnout median taper Robinson Road details Connection to existing roads Detail A – line marking

Plan No Diversion Channel horizontal position & RL batter slope Typical Access Detail & Table of Accesses necessary to locate access & drainage structure Various Line Marking

Plan No Drainage Cross Sections pipe diameters pipe lengths inlet and outlet RLs centreline chainage skew angles measured relative to CL

Plan No Levee Detail dimensions Location & RL

Plan No Subsoil Drain & cleanouts depth of subsoil drain dimensions of excavation Outlet Details in Subsoil Drain Cuttings dimensions Upstream/End treatment for Cuttings dimensions Subsoil Drain Layout chainages and RLs

Plan No Horizontal Alignment Control Line Pegged Line Tangent Points- Control Line Tangent-to-circle (TC) Circle-to-tangent (CT) Points of Intersection (PI) - Control Line

Plan No Pegged Base Line Point No Coordinates & Pegged Chainage

Plan No Control Line Point No Coordinates & Control Chainage and tangent points

Plan No Connections tangent points on the Control Line to Chainages on the Pegged Base line Control Line Point No Pegged Base Line Chainage Offset - Pegged to Control

Plan No Bench Marks Bench Mark No Coordinates Control Line Chainage & Offset

Plan No Table Explanation of the Construction Cross section

Plan No Table Explanation of Construction Cross section lists the relationship between the base line and the control line –columns 1 - 6

Plan No Table lists information for setting out: –catch points columns relative to the base line –batter slopes columns relative to control line –berms & benches columns maybe relative to base or control line

Plan No Table 12 Base Line Chainage Base Line natural surface level at the Base Line chainage

Plan No Table 12 Chainage along the Control Line where the Base Line cross sections intersect the Control Line Offset Base to Control is the distance measured along the line of the cross section from the Base Line to the Control Line and is “-” left of the Base Line Control Line Grade Level is the calculated level at the Control Line chainage

Plan No Table 12 Lists the difference in level between the Base Line surface level and the Control Line grade level with “-” indicating the Control Line level is lower Level Diff Base to Control

Plan No Table 12 LHS/RHS, Dist and RL indicate the square or radial offset from the Base Line, and the reduced level at that offset of the designed intersection of the batter slope and the natural surface Catch Points The distance is measured to the left (“-”) and right of the Base Line Due to irregularities in the natural surface, the batter may not cut the ground at that point but… the batter is to pass through the offset DIST/RL point as designed

Plan No Table 12 Slopes, CUT/FILL, LHS/RHS. These columns list the horizontal dimension x of the slope 1 on x measured square or radial to the Control Line Slopes

Plan No Table 12 Dist from Base Line is measured square or radial to the Base Line (along the line of the cross section) to the outer point of the berm or bench Berm and Bench Details RL’s. The reduced level of the outer or inner berm or bench points Width. The width of the berm or bench A. Bench Width - measured square or radial to the Base Line B. Berm Width - measured square or radial to the Control Line

Plan No Table Table Drains Table Drains, LHS/RHS, Width & Slope. The respective widths and slopes of LHS and RHS table drains measured square or radial to the Control Line

Plan No Table Base Line Chainage Base Line

Plan No Table Control Line Grade Level Control Line Chainage 10m intervals including horizontal & vertical tangent points from which the the pavement dimensions are given square or radial.

Plan No Table Base Line Base Line Chainage equivalent to the Control Line chainage

Plan No Table Pavement Depth Total depth of pavement is shown in millimetres (mm)

Plan No Table Pavement & Shoulder Setting Out Offset dimensions (metres) are given square or radial to the Control Line and are shown “-” if to the left of that line. Offsets include allowances for local widening. Rise & Fall. This gives the crossfall or superelevation of the pavement and shoulder points in the form of rise or fall (millimetres) above or below the grade level at the Control line. Falls are “-”. Local widening is taken into account.