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SUPERSEDED - Compiled Plan - RAL25 0011 (As Published)
Plans and drawings: the text below has words only, no drawings.
Email: [email protected] www.eaglesurveys.net ‘This plan Is prepared for Simon Harmond from field survey and existing records for the purpose of new constructions and subdivisions and should not be used for any other purpose. The title boundaries show hereon were not marked at the time of survey ond have been determined by plan dimension only. Services shown hereon have been located by field survey where possible. If not able to be so located, services have been plotted from the relevant authorities where available and have been noted accordingly on this plan. Where Single St ‘such records elther do not exist or are considered inadequate, a notation has been made ingle Storey hereon. Prior to any demolition, excavation or construction on the site, the relevant authority Brick Dwelling should be contacted for possible location of further underground services and location of 1 all services, Thie note Is an Integral part of thie plan. 805m Subdivision Proposal Plan Lot 3 on RP149081 #33 Crank Steet Tewantin Level Datum: PSM105341 RL8.712m AHD Contour Interval: 0.2m Client: Simon Harmond Surveyed By: FS Drawn By: CGB Date: 11-4-2025 LEGEND WI Water Meter = Electicty Box (,) Stormwater M/H @ Fire Hydrant Light Pole (8 Roofwater Pit \| @ Scour Valve Power Pole _ [ill Gully Pit ® Tap Electricity Pit DdGas Valve © Sewer M/H caTelstra Pit © Tree os Gspaction © Sign 4 Bench Mark —w—w— Water Retic an_on— Edge of Bitumen —s Fence Stormwater Line Top of Bank Telstra Cable ma Concrete Elictrical Cable O/H Building Elictrical Cable U/G ------Eave Kerb 4 NOOSA COUNCIL SP241376 APPROVED PLAN RAL25/0011 25 AUG 2025 Our Ref: 4236 ROL-B Scale 1:250 Original Size: A3
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Page 2
0°00'
S
S
17.550 33.874
S
S
SW
S
LINDSAY CONSULTING PTY
LINDSAY CONSULTING PTY LTD
S
LTD
S
SW
Metal
Shed
RPEQ 4928
S
OFF. 2C/82 PARKER STREET, MAROOCHYDORE PH 54 792 118
THIS DRAWING REMAINS THE PROPERTY OF
S
LINDSAY CONSULTING PTY LTD AND IS FOR
S
THE SOLE USE OF THE CLIENT. NO PART
NAIL IN KERB
RL 6.38 AHD
BENCHMARK
MAY BE USED IN PART OR WHOLE WITHOUT
SW
S
PRIOR EXPRESS WRITTEN CONSENT OF
S
LINDSAY CONSULTING PTY LTD
S
CLIENT AND PROJECT DESCRIPTION
S
EAGLE SURVEYS
SW
S
PROPOSED SUBDIVISION
S
270°00'
33 CRANK STREET,
S
TEWANTIN
7
SW
S
90°02'20"
S
23.774
23.774
S
90°00'
T
101
DRAWING TITLE
S
SW
STORMWATER MANAGMENT
S
Metal
Shed
PLAN
S
S
SW
S
SCALES
S
EXISTING IL 4.52 0 5 10 m
S
32.858
Metal
Shed
8
S
Orig. 1:200
SW
180°00'
Dia 100 outlet pipe with 25 mm
S
38.994
restriction pipe (refer tank detail)
S
IL upstream 4.80
S
10000 lt detention tank,
IL downstream 4.70
SW
S
refer detail SURVEY DATUM
9.22
IL 4.80
S
Level Datum:
Dia 100 inlet pipe stub
S
PSM105341
6
T
for future house IL 5.80
119
S
SW
RL8.712m AHD
S
F3
8.
S
ASSOCIATED CONSULTANTS
68
10
1.5502'
5 °S
SW
3
S
SW
SW
S
105°
1. 02'
5
1500 mm MIN
S
T
5
3.
215
4
7
exclusion zone from
S
07 1
13
existing sewer line
S
3.10
5°
198
S S S S S 7
S
S S S S
0
S S S S S S S S S S S S S S S S S S S S S S
T
S S S
1'
S S S S S S S S S S S S S S S S S S S S S
197
165°
44.398 180°00' 00'
W W W W W W W W W W W W W W W W W
NOM SL 6.00
REVISION LIST
A ORIGINAL ISSUE 21/5/25
100 PVC
A ORIGINAL ISSUE 21/5/25
overflow
pipe
Inlet Pipes
IL 5.80
6
10000 lt MIN
detention tank
NOM TANK IL 4.80
Computer File
250314OPW.DWG
NOOSA COUNCIL 25 PVC restricted
APPROVED PLAN WATER DETENTION TANK DETAIL flow pipe
DRAWING NUMBER
25-0314-C3
SHEET
3 B
REV.
RAL25/0011 25 AUG 2025