Drawing $2$ Road and cycle path

This is a section through a road with a flexible pavement which runs alongside a cycle path and is separated by a kerb. Here are the details

$1$ Project title

$2$ Single carriageway road carrying two$-$way traffic, overall width between kerbs of $7\mathrm{.}4m$ with a parabolic camber of $2\mathrm{.}5\%$

$3$ Cycleway immediately adjacent to the left$-$hand side of the road with width of $3m$ to allow cyclists moving in opposite directions to pass one another and to allow the cycleway to be shared with pedestrians

$4$ Grass verges to be created on both sides of the cycle$/$road construction. Grass seeded areas to be a minimum of $200mm$ depth subsoil overlain with a minimum of $100mm$ depth Multi$-$Purpose Topsoil to BS$3882$; seeded with $\text{'}$A$9($General Outfield$)\text{'}$

Cycle path$/$footway

$\backslash$table$[[\backslash$table$[[$Surface$],[$course$]],\backslash$table$[[25mm$ thick$],[\frac{0}{6}mm$ DBM $($Dense bitumen macadam,$],[$i$.$e$.6mm$ min aggregate in a bitumen$],[$binder$)],[$Minimum falls $1$:$40$

Drawing $2$ Road and cycle path

This is a section through a road with a flexible pavement which runs alongside a cycle path and is separated by a kerb. Here are the details

$1$ Project title

$2$ Single carriageway road carrying two$-$way traffic, overall width between kerbs of $7\mathrm{.}4m$ with a parabolic camber of $2\mathrm{.}5\%$

$3$ Cycleway immediately adjacent to the left$-$hand side of the road with width of $3m$ to allow cyclists moving in opposite directions to pass one another and to allow the cycleway to be shared with pedestrians

$4$ Grass verges to be created on both sides of the cycle$/$road construction. Grass seeded areas to be a minimum of $200mm$ depth subsoil overlain with a minimum of $100mm$ depth Multi$-$Purpose Topsoil to BS$3882$; seeded with $\text{'}$A$9($General Outfield$)\text{'}$

Cycle path$/$footway

$\backslash$table$[[\backslash$table$[[$Surface$],[$course$]],\backslash$table$[[25mm$ thick$],[\frac{0}{6}mm$ DBM $($Dense bitumen macadam,$],[$i$.$e$.6mm$ min aggregate in a bitumen$],[$binder$)],[$Minimum falls $1$:$40$