CO129-117 - Public Offices - 1866 — Page 179

CO129 Colonial Office Hong Kong Records 理藩院香港檔案 All AI Reviewed

water or wear under pressure

The inner face of the embankment

had better be covered with broken stone to a depth of nine inches rather than with granite pitching

The Midfeather in the valve well

may be of Cast Iron Plates formed

and jointed as per pen sketch.

177

embankments subside in consolidations. broken stone

subsides with the bank. - Wall

- stone or rubble pitching

not subside at once

will

in all

places so that mischief may

be going

and the bank not

shew it until

large

hollow cavities

have been formed by the wash

beneath the stonework-

may

The upper part of the Bank

he pitched

Concrete for

or Covered with

top water level after the embankment has been fully consolidated.

outer side

Detail of Valve Well.

Plan

Details of Cast Iron Midfeather in Valve Well

Cover

ten feet below

Point's A may be made

of best Portland Cement

Such as

d iron borings.

Vertical Section

The

He

iron

plates may be in lengths of three feet.

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2026-05-19 13:07:08 · NVIDIA / meta/llama-4-maverick-17b-128e-instruct
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water or wear under pressure The inner face of the embankment had better be covered with broken stone to a depth of nine inches rather than with granite pitching The Midfeather in the valve well may be of Cast Iron Plates formed and jointed as per pen sketch. 177 embankments subside in consolidations. broken stone subsides with the bank. - Wall - stone or rubble pitching not subside at once will in all places so that mischief may be going and the bank not shew it until large hollow cavities have been formed by the wash beneath the stonework- may The upper part of the Bank he pitched Concrete for or Covered with top water level after the embankment has been fully consolidated. outer side Detail of Valve Well. Plan Details of Cast Iron Midfeather in Valve Well Cover ten feet below Point's A may be made of best Portland Cement Such as d iron borings. Vertical Section The He iron plates may be in lengths of three feet.
Baseline (Original)
water or wear under pressure_ The inner face of the embankment had better be covered with broken stove to a depth of nine inches cather than with grauite fitching The Midfeather in the valve well may be of Cast Iron Plates formed and and jointed as per pen sketch. 177 embankments subside in Consolidations. broken stone. subsides with the bank. - Wall- - stone or acklar pitching not subside at once will in all places so that mischief may going and the bank hot shew it until large be hollow cavities have been farmed by the wash beneath the stonework- may The upper part of the Bank he pitched Concrete for or Covered with top water level after the embankment- has been fully consolidated. outer side Dealve Italie Berish Foll Plau of Valve Well. Plan Details of Cast Fron Medfeather in Valve Well Cove ten feet below Point's A may be made th best Portland Cement- Juch 144 d iron borings. Vertical Lection The He inde plates may be in depends of three feet.
2026-05-19 13:07:08 · Baseline
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water or wear under pressure_

The inner face of the embankment

had better be covered with broken stove to a depth of nine inches cather than with grauite fitching

The Midfeather in the valve well

may be of Cast Iron Plates formed

and

and jointed as per pen sketch.

177

embankments subside in

Consolidations. broken stone.

subsides with the bank. - Wall-

- stone or acklar pitching

not subside at once

will

in all

places so that mischief may

going

and the bank hot

shew it until

large

be

hollow cavities

have been farmed by the wash

beneath the stonework-

may

The upper part of the Bank

he pitched

Concrete for

or Covered with

top water level after the embankment- has been fully consolidated.

outer side

Dealve Italie Berish

Foll

Plau

of Valve Well.

Plan

Details of Cast Fron Medfeather in Valve Well

Cove

ten feet below

Point's A may be made

th best Portland Cement-

Juch 144

d iron borings.

Vertical Lection

The

He

inde

plates may be in depends of three feet.

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