CO129-093 - Acting Governor Mercer - 1863 [7-10] — Page 153

ht

the

WAMW/VWen

[lo virginally constructed, it was found to be insufficiens.

waters over yoy Superficial foot gravile deps woodp to carry off and withstands the heavy mish, of

during

floods and it was therefore deemed 3 Preuls Load @ $10. Iron @ H.10. absolutely necessary to lay the whole surface of the top.

Forwards

390713

3850

30

-

3

مریکی

30

therear

the. Fram with granite, and to builds high, skirting wall: I Alterations to sluice valve, frame thou

to allow the over

flow to pass off firely alteration and additions the possibility of damage in future. -

QA

P.A

es provende

lo

The alterations and additions to the Service Reservoirs Elevated Service Reservoirs 803 1992

Aneh 0.

also found to be absolutely necessary mo mavoidable The site of Reservoir Ive not being the same as originally 611% Cubes yourds excavation #16 cents. proposed, it was

found necessary

to build a considerable 11,542. Cube feet rough, Stones an

anasonry in foundations $18 cento. quantity of ecobras relaining and other walls, it was foun

to afer to suppood. The covering arches are support. 24,760 Cube feel conroed granits, masonry

ahe

W

is

in moitine

نظام

28 cents.

@38 cente

granite division walls instead of brick piers as original

obliged to be built 1/2 Cube foot granile coping designed, and, the unter walls were higher than first contemplated in order to obtain great 19,311 Cube feet brickwork in mortar springing for the covering arches. The additional wo

lo Reserves no 2 consists in the ovnstruction

of

considerable quantity of untoide drainage together with a flarge quantity of drainage works underneath the both

@ 20 cents.

1086 Crude foot brickwork in arches

including centres 28 cents.

c

401

9780

2.07/7-56

6932 00

9976

3,462 20

30408

Forward, $11974 20

4796-63

$1177420 4,125 63

152