Plan.

I have given the Haw and from any

Recollection of the ground

ocre with

which the

Road is

is proposed to be carried; I think a Detailed Estimate from a positive survey of the line Referred to in the second Paragraphs. of the Acting Surveyor General's tetter, well-

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Reduce the Extimate in temonnt, and that

when the nature and sizes of all the

Stone Bridges

and Grains

are deter

determined.

the number required will induce

C

the Masens, so as to

competition aming Reduce their present charges.

The

first point to be considered –

appears to me to be the advantages and

disadvantages of including or not, little

Hengking

in the line of Rood.

The

be

e ground immediately above, Deep Water Bay Sexamined with His

Execilency, and 1x will becollect. it appeared to be the most expensive portion, with

Enference.

D2 30

475

Reference te length, that would have to be

the New line of Road. Montd. His Excellency

overcome i

Heonationg from it's increasing size

have the

Dad

ALL CED-

it.

consider

should

The expense

of the diversion of the River in Staunton s Kathy will be avoided, and also the expense of forming the Line of Blood above deep. Water Boy - the ascent however

this

Case to overcome will be about 200 feet greater.

Inventd beg

to Recommends:

al survey,

that two Estimates should be framed for this line of Road from actual .

one for a path of seven feet wide, and the other for one of You feet. ufren which His Exallency's

Decision

Car

፡፡

best be

tation, whow the extent of outlay to be

entered inte.

Ilum the estimate and

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