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Original source · versioned page text

1506-10

Attached to the e-mail OPW15/0139 Application for bulk earthworks - 429 Kennedys Rd Pomona.

of 1

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Civil, Environmental &
Hydraulic Engineers


[OCR of page images]
 

 

 

 

DAM WALL

 

0.70

SCREEN OVER INLET

 

WATER LEVEL

 

 

150¢ DWV PIPE SN8

 

2.70

 

300x250x1000 PRE-CAST
CONCRETE CHANNEL

 

 

 

DAM BASE LEVEL AT TOP OF
CONCRETE SUMP CHANNEL

 

 

 

DAM WALL

 

WATER LEVEL
wr

 

 

 

ANTI-SEEPAGE COLLAR
TO SECTION B-B ON 1506-11

 

A—

 

CONCRETE TRENCH SUMP} =

 

 

 

 

 

Callaghan & Toth )

Civil, Environmental &
Hydraulic Engineers

PO BOX 2305

NOOSA HEADS 4567

i! 8/41 Sunshine Beach Road

= Phone 54749081, Fax 54749041

www.callaghonandtoth.com.au

 

 

 

 

 

 

 

 

 

 

 

 

 

TO OUTLET
\
\ U
| A <
B=
TYPICAL PIPE SECTION
05 005 1015 20 25m DETAIL PLAN
SCALE BEFORE REDUCTION (A1)
0% ‘, | 100 \ 00% we DAM WALL LEVEL
$f 8%> ' 0% 1 8% 6
DAM WATER LEVEL
— \

 

 

 

 

ALL WEIRS TO BE POSITIONED NEAR CUT/FILL LINE
TO HAVE OVERFLOW ONTO NATURAL GROUND

 

 

 

 

WEIR FOR SOUTHERN DAMS NO 1-8 INCLUDING

 

PLANKTON DAMS AND WESTERN DAMS NO 15 & 16

 

05 0 = 05 10 15 20 25m
1:50

DETAIL PLAN

 

SCALE BEFORE REDUCTION (A1)

SCALE 1:10 (A1)

 

 

8.00

XN

DAM WALL LEVEL

1 <8% 0% ww

DAM WATER LEVEL
w

designed | ADT datum AHD DERIVED
drawn BM PSM *
checked [AH | Origin (BM.) RL *
approved

SURVEYED BY

MAX WATTERSON

PHONE 54426121

_———
project

AQUACULTURE PONDS
429 KENNEDYS ROAD, POMONA

ld

($$ <~r
Client

D KNOWLES

TS)

—————————————————
title

DETAIL PLAN 1 OF 3

DS
_————

LOT 7 on MCH793

Parish of TUCHEKOI
County of MARCH
NOOSA SHIRE COUNCIL
Locality of POMONA

En

_————
SCALE

 

AS SHOWN

 

 

 

CORE DRILL CONCRETE AND

 

SO-SP PVC HOG} |

 

 

MEGAPOXY IN PLACE

 

DWV PIPE SN8

 

 

 

 

 

 

150@ 90° BEND SOCKET RRJ

 

 

 

 

POUR CONCRETE UNDER
BEND AND STRAP TO PIPE

 

 

 

 

 

 

 

 

TO HAVE OVERFLOW ONTO NATURAL GROUND

ALL WEIRS TO BE POSITIONED NEAR CUT/FILL LINE

 

 

 

 

 

 

PRE-CAST CONCRETE SUMP

01 0 01 0.2 03 04 0.5m

410 DETAIL PLAN

SCALE BEFORE REDUCTION (A1) SCALE 1:10 (A1)

WEIR FOR NORTHERN DAMS NO 9-14

05 0 =05 10 15 2.0 25m
50

SCALE BEFORE REDUCTION (A1)

DETAIL PLAN
SCALE 110 (A1)

 

——_ rd

REVISIONS

revision
A | PRELIMINARY ISSUE

 

FILES

 

X:\JOBS\CT PROJECTS IN PROGRESS\1506 fish

 

farm pomona\Design\current drawing

 

 

FOR APPROVAL

 

Sheet 10 of 17 sheets

 

drawing number

1506-10

 

 

 

 

XK date MAY 2015 yy,

 

 

 

 
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