Council archive · source document
Appendix D - Engineering Assessment · OPW26/0090
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LEGEND
S
CADASTRAL BOUNDARY
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100.0 EXISTING CONTOUR (MAJOR AND MINOR)
W
W EXISTING WATER
NEW CROSSING FOR WATER PROPERTY
S
SW
S EXISTING SEWER SERVICE. REFER SEQ-WAT-1108-2. TUNNEL
) (D
\/ \/ EXISTING OVERHEAD POWER
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BORE UNDER EXISTING ROADWAY.
SW SW SW EXISTING STORMWATER
W
SW
SW SW SW PROPOSED STORMWATER CONNECT NEW PROPERTY
(D
PROPOSED WATER
S
)
W SERVICE VIA TAPPING BAND NEW DN20 WATER METER TO SERVICE
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PROPOSED SEWER CONNECTION TO EXISTING MAIN.
|||
S
LOT 1. REFER SEQ-WAT-1108-3. ASSUMED LOCATION FOR EXISTING
SW
SEWER PC. TO BE RETAINED TO
33
(D
W
)
SERVICE PROPOSED LOT 2.
A RP179733
S
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SW
- |||
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(D)
W ||| ||| ||| |||
3.00 PROPOSED EASEMENT
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W ||| ||| ||| |||
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W
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SW
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SW EXISTING DN150 AC
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GENERAL NOTES EXISTING DN100 AC
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111
(D)
WATER RETICULATION. RETICULATION SEWER.
S
|||
SET
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1. PRELIMINARY DESIGN ONLY. DESIGN IS SUBJECT TO NOOSA SHIRE COUNCIL DEVELOPMENT ASSET ID: 2038264 USIL: 107.71
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F
APPROVAL , UNITYWATER (UW) CONNECTION APPROVAL, AND DETAILED DESIGN. DSIL: 107.22
RD OF
SW
111
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2. EXISTING WATER AND SEWER SERVICES HAVE BEEN PLOTTED FROM UNITYWATER'S GIS ASSET ID: 2528191
(D)
W
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DATA AND MUST BE VERIFIED ON SITE PRIOR TO CONSTRUCTION. ANY DISCREPANCIES TO
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ANDA
BE RAISED WITH THE SUPERINTENDENT.
S
||| ||| |||
PROPOSED PROPOSED 210
T
3. ALL PRODUCTS AND MATERIALS USED IN CONSTRUCTION OF WATER AND GRAVITY
0.30 S
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SEWERAGE NETWORK WORKS SHALL BE IN ACCORDANCE WITH THE SOUTH EAST LOT 1 LOT 2 R.1087
MCH4371
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QUEENSLAND CODE ACCEPTED CIVIL INFRASTRUCTURE PRODUCTS AND MATERIAL LIST,
|||
W
AND THE MOST RECENT VERSION OF THE LIST IN EFFECT AT THE DATE OF THE W SCHOOL RESERVE
CONSTRUCTION PRE-START MEETING. W ||| ||| ||| |||
S
SW
6. THE CONSTRUCTION OF THE WATER AND SEWERAGE WORKS SHOWN ON THESE DRAWINGS 1/1 TYPE 'X' INTERNAL DROP INTO
4.52
SHALL BE SUPERVISED BY AN ENGINEER WHO HAS RPEQ REGISTRATION. WORKS NOT EXISTING HYDRANT. 111.60 1.50 CHAMBER. REFER SEQ-SEW-1303-1.
2/1
COMPLYING WITH THIS REQUIREMENT WILL NOT BE PERMITTED TO CONNECT INTO UW's ASSET ID: 2102496 4/1 3/1 LIVE CONNECTION TO BE MADE BY
NETWORK.
W
S S S S S S UNITYWATER.
5. THE CONSTRUCTOR SHALL VERIFY THE LOCATION AND DEPTH OF EXISTING SERVICES WITH
OAS.
R3.
FER S D
1
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11
R
RELEVANT ASSET OWNERS AND AUTHORITIES BEFORE COMMENCING WORKS. SV EXISTING DN1070 MH
00
OFFS N-STANDA
3.00 PROPOSED EASEMENT
35
1.00 EASEMENT
LON
RP179733 SL: 110.82
112
IL: 107.71
GF
EXISTING WATER METER TO
S
WATER NOTES
ET. RE
ASSET ID: 2660454
OR
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REMAIN TO SERVICE LOT 1 TYPE G-6 TERMINAL MS REFER NEW DN150 PVC
O
W
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1.51 N
MB
1. ALL CONSTRUCTION OF WATER SUPPLY NETWORK WORKS SHALL BE IN ACCORDANCE WITH 112 SEQ-SEW-1314-1. CONNECT NEW SEWER RETICULATION.
THE WATER SUPPLY CODE OF AUSTRALIA, SOUTH EAST QUEENSLAND SERVICE PROVIDERS
EN
TYPE A PROPERTY CONNECTION REFER LONGITUDINAL
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D
EDITION VERSION 1.3 (AUGUST 2019), PART 2: CONSTRUCTION AND PART 3: DRAWINGS. FOR LOT 1. REFER SECTION ON C003.
2. FOR DETAILS OF PROPOSED DOMESTIC SERVICES, REFER SEQ STANDARD DRAWINGS SEQ-SEW-1104-1. REFER SOAS FOR
S
SEQ-WAT-1111 SERIES. NON-STANDARD PC DEPTH.
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W
SEWER NOTES EXISTING DN150 AC
1. ALL CONSTRUCTION OF GRAVITY SEWERAGE NETWORK WORKS SHALL BE IN ACCORDANCE FIRE HYDRANT RETICULATION SEWER.
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S
WITH THE GRAVITY SEWERAGE CODE OF AUSTRALIA, SOUTH EAST QUEENSLAND SERVICE COVERAGE 40m RADIUS USIL: 108.24
PROVIDERS EDITION VERSION 2.0 (JULY 2019), PART 2: CONSTRUCTION AND PART 3: DSIL: 107.74
W
DRAWINGS. ASSET ID: 2528197
2. THE CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF EXISTING SERVICES WITH \/
RELEVANT AUTHORITIES BEFORE COMMENCING WORKS.
S
3. BENCH MARK AND LEVELS TO AHD.
PLAN VIEW
SCALE: 1:200
VEGETATION PROTECTION
ROAD RESERVE SUBJECT SITE
1. WHEN WORKING WITHIN 4m OF TREES, RUBBER OR HARDWOOD GIRDLES SHALL BE
OVERLANDER AVENUE 34RP179733
0.34 ESTIMATED
CONSTRUCTED WITH 1.8m BATTENS CLOSELY SPACED AND ARRANGED VERTICALLY FROM
CLEARANCE
GROUND LEVEL. GIRDLES SHALL BE STRAPPED TO TREES PRIOR TO CONSTRUCTION AND
0.60 COVER
REMAIN UNTIL COMPLETION.
2. TREE ROOTS SHALL BE TUNNELLED UNDER RATHER THAN SEVERED.
3. IF ROOTS ARE SEVERED, THE DAMAGED AREA SHALL BE TREATED WITH A SUITABLE
FUNGICIDE. CONTACT COUNCIL ARBORIST FOR FURTHER ADVICE.
4. ANY TREE LOPPING REQUIRED SHALL BE UNDERTAKEN BY AN APPROVED ARBORIST. W W W W W
TUNNEL BORE CONDUIT
UNDER CARRIAGEWAY
(FROM RECORDS)
SOIL
1.40 DEPTH TO
STORMWATER
1. TOPSOIL AND SUBSOIL SHALL BE STOCKPILED SEPARATELY. EXISTING DN100 AC EXISTING DN300 PROPOSED DN20 METER.
2. CARE SHALL BE TAKEN TO PREVENT SEDIMENT FROM ENTERING THE STORMWATER WATER RETICULATION. STORMWATER REFER SEQ-WAT-1108-3.
CONNECT NEW SERVICE (FROM RECORDS)
SYSTEM. THIS MAY INVOLVE PLACING APPROPRIATE SEDIMENT CONTROLS AROUND
STOCKPILES. VIA TAPPING BAND.
3. IF ACID SULPHATE SOILS ARE ENCOUNTERED IN THE WORKS AREA, REFER TO THE
QUEENSLAND ACID SULPHATE SOIL TECHNICAL MANUAL. SECTION A 0 3 6
SCALE: 1:100 1:100 Meters
REHABILITATION ALL LIVE WORKS ASSOCIATED WITH THE WATER OR
1. PREDISTURBANCE SOIL PROFILES AND COMPACTION LEVELS SHALL BE REINSTATED. SEWER NETWORK SHALL BE CARRIED OUT AT THE
DEVELOPER'S COST BY QUOTATION REQUEST TO UW
2. PREDISTURBANCE VEGETATION PATTERNS SHALL BE RESTORED. PRIVATE WORKS ONLY.
REV:DESCRIPTION: DATE DRAFT CHECKED APPROVEDAPPROVED BY: CLIENT: PROJECT: DRAWING TITLE:
WATER AND SEWER CONNECTIONS
N
01 ISSUED FOR INFORMATION 15.06.26 JCD MVI MVI DANYA COOK TOWN PLANNING RECONFIGURING A LOT
13469 28 OVERLANDER AVENUE
1:200
0
PROJECT NUMBER: A1 ORIGINAL
6 12
Meters
Signed: 26022 SIZE COOROY 4563
Sunshine Coast Civil Engineers
Copyright in the drawings, information and data recorded in this document is the property of Sunshine Coast Civil Engineers Pty Ltd. This document and
DRAWING
the information are solely for the use of the authorized recipient and this document may not be used, copied, or reproduced in whole NUMBER: REVISION:
or in part for any
Date:15/06/2026 www.sunshinecoastcivilengineers.com
purpose than that for which it was supplied by Sunshine Coast Civil Engineers Pty Ltd. This document shall only be used for construction if stamped
approved for construction. C002 and 01
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