CO129-097 - Acting Governor Mercer - 1864 [1-2] & Sir Robinson - 1864 [1-3] — Page 130

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

the extension of the Mullah Halls at the Bridge forward forming Roadways similar to those existing by

Leide

ati

area be

1

cc t

a

of the land lower down, 20ft wide, these connect with the Main Road and if the would be open to the public, if not the space be devoted to such uses as might be required. to the amplification of the sight, the walls of this will be

average height of eight feet above footings which will be carried down to two below Low Water Mark at the Canal junction below the present invert of the Hongneichong. Be The sand at present in the Canal and on line of Mullah to be excavated 1 foot below down and deposited to form the backing to the Roadway

and to level the adjacent areas. Cuts will be built through the walls to connect up similar works to be provided under a separate estimate for the discharge of rain water not passing over the site. Adjoining the footing, a mass of rough stone and concrete will be

of deposited to prevent injury to the walls by water

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2026-05-19 04:57:59 · NVIDIA / meta/llama-4-maverick-17b-128e-instruct
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the extension of the Mullah Halls at the Bridge forward forming Roadways similar to those existing by Leide ati area be 1 cc t a of the land lower down, 20ft wide, these connect with the Main Road and if the would be open to the public, if not the space be devoted to such uses as might be required. to the amplification of the sight, the walls of this will be average height of eight feet above footings which will be carried down to two below Low Water Mark at the Canal junction below the present invert of the Hongneichong. Be The sand at present in the Canal and on line of Mullah to be excavated 1 foot below down and deposited to form the backing to the Roadway and to level the adjacent areas. Cuts will be built through the walls to connect up similar works to be provided under a separate estimate for the discharge of rain water not passing over the site. Adjoining the footing, a mass of rough stone and concrete will be of deposited to prevent injury to the walls by water Page 128 9806 Forward #9806
Baseline (Original)
the extension of the Mullah Halls at the Bridge forward forming Roadways similar to those exicting by Leide ati area be 1 cc t a of the leanal lower down, 20ft wide, these connect with the Main Road and if the would be open to the public, if not the spa- be devoted to such uses as s might be required. to the approfication of the sighte the walls of this will be average height of eight feet above footings which will be carried down to two below Low Water Mark at the Canal junction below the present invect of the Hongneichong. Be The sand at present in the Canal and on line of hullah to be excavated 1 foot below dow and deposited to form the backing to the Roadway and to level the adjacent areas. Cute will be built through the walls to connect u similar works to be provided under a Cestimate for the discharge of rain water non separe passing over the site. Adjoining the footing. a mass of rough stone and concrete will t of deposited to prevent injury to the walls by i wah 128 9806 Forward #9806
2026-05-19 04:57:59 · Baseline
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the extension of the Mullah Halls at the Bridge forward forming Roadways similar to those exicting by

Leide

ati

area be

1

cc t

a

of the leanal lower down, 20ft wide, these connect with the Main Road and if the would be open to the public, if not the spa- be devoted to such uses as s might be required. to the approfication of the sighte the walls of this will be

average height of eight feet above footings which will be carried down to two below Low Water Mark at the Canal junction below the present invect of the Hongneichong. Be The sand at present in the Canal and on line of hullah to be excavated 1 foot below dow and deposited to form the backing to the Roadway

and to level the adjacent areas. Cute will be built through the walls to connect u similar works to be provided under a Cestimate for the discharge of rain water non separe passing over the site. Adjoining the footing. a mass of rough stone and concrete will t

of deposited to prevent injury to the walls by i

wah

128

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