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Judgment - Stockwell v Noosa Council - PEC Appeal 1998 of 2024 - 26.06.25 · MCU22/0094
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Original PDF page 83, section 1. The text section number identifies this passage in the reader.
EXISTING
LEGEND PROPOSED
PROPERTY BOUNDARY
5.00 CONTOUR 25.2
BUILDING
CONCRETE
KERB
KERB AND CHANNEL
2 FLUSH KERB
MAX. 1.70m HIGH RETAINING 8 8 8 8 8
-
II BARRIER
II 6.0 WALL OR BATTERED
5.8 SW STORM WATER MAIN
II
II PLAYSCAPE/LANDSCAPE TO
II 5.6 5.0 TOW 6.45
II 5.4
TOW 5.36 RET WALL PLAYSCAPE DESIGNS W WATER MAIN
5.2 WALL4.8 BOW 4.95
RET
II
II RET S SEWER MAIN
II BOW 4.95 EARTHWORKS TABLE
4.8
5.0 T TELSTRA CABLE
II
II WALL
II E U/G ELECTRICITY
N O/H ELECTRICITY
5.2
SITE STRIP (m³) CUT (m³) FILL (m³) IMPORT RETAINING WALL
4.2
RET WALL RET WALL
RIEI T
LANDSCAPE WALL
(150 DEEP) (m³)
4.6
TOP OF WALL LEVEL TOW 22.22
BOTTOM OF WALL LEVEL BOW 22.22
WALL
SWALE DRAIN
SITE EARTHWORKS 465 615 212 403
II
4.6
TOP OF BATTER
FACE OF BATTER
5.4
RET
BIO BASIN. REFER DWG TOE OF BATTER
No. CP.1.01 FOR DETAILS.
4.8
IIWALL
CUT AREA
FILL AREA
REIIT
3.8
4.0
4.2
4.4
WALL
MAX. 0.6m HIGH RETAINING
SW
WALL OR BATTERED
4.0
5.0
II
PLAYSCAPE/LANDSCAPE
TO PLAYSCAPE DESIGNS
RET
EASEMENT BDY
4.6 4.4
MAX. 0.5m HIGH CARPARK BUILDING
SW
RP BDY
4.6
W
II ALL
4.2WALL
RP BDY
RETAINING WALL
FINISHED SURFACE FFL 5.000
BEL 4.780
RET
SW
TOW 5.21
II
BOW 4.96
TOW 4.67
BULK EARTHWORKS TEMPORARY BATTER SLOPE
RET
MAX. 0.5m TO GEOTECHNICAL ENGINEERS
SURFACE
RETAINING WALL REQUIREMENTS
IIWALL
SW
NATURAL SURFACE SECTION 1
BOW 4.18
BUILDING SCALE 1:200 -
WALL
FFL 5.000
II
BEL 4.780
SW
4.8
II
RET
P BDY
BUILDING
EX BDY
RP BDY
II
HOFMANN FINISHED SURFACE
FFL 5.000
SW
4.4
DRIVE
II
1 BEL 4.780
-
4.0
II
BULK EARTHWORKS TEMPORARY BATTER SLOPE MAX. 1.1m HIGH
NATURAL SURFACE SURFACE SECTION
II
SW
II
2 TO GEOTECHNICAL ENGINEERS RETAINING WALL.
3.8
SCALE 1:200 - REQUIREMENTS
4.6
II
4.4
BIO BASIN. REFER DWG 4.6
S No. CP.1.01 FOR DETAILS.
SW
4.2
RET WALL
II
S
II
ALL PLAYSCAPE DRAINAGE H 10.04.25 FOR APPROVAL BT LS
S 3.6
3.8
4.0
TO BE COLLECTED AND
II
G 03.04.25 FOR APPROVAL BT LS
SW
FINISHED SURFACE
II DISCHARGED TO PIT AND
LEVEL F 28.03.25 FOR APPROVAL BT LS
PIPE
4.6 NETWORK. 150 CONCRETE SLAB
SW
E 25.03.25 FOR APPROVAL BT LS
II
LANDSCAPE WALL S
II
II
100 CBR 15 D 31.03.23 FOR APPROVAL BT LS
SW
BY OTHERS. 4.4 BULK EARTHWORKS
II
C
SW
S LEVEL 10.03.23 FOR APPROVAL BT LS
S
4.6
II
ISSUE DATE AMENDMENT BY APP
II
II
COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED WHOLLY OR IN
II
SW
4.0 PART WITHOUT WRITTEN PERMISSION OF MPN CONSULTING PTY LIMITED 2023 ©
II
II
SW
SW S
4.4 TYPICAL CARPARK WORKING PLATFORM DETAIL ABN: 39 062 191 799
S
SW S
N.T.S. P: 61 7 3335 4555
E: [email protected]
SW
Level 4, Building 3,
SW S 4.4 Kings Row Office Park,
FINISHED FLOOR 42 McDougall Street, Milton, QLD, 4064
S
SW LOCATION OF PITS AND PIPES
W LEVEL - FFL
SW INDICATIVE SONLY AND SUBJECT 100 CONCRETE SLAB CLIENT:
NOT FOR CONSTRUCTION
SW TO PLAYSCAPE DESIGN. S STOCKWELL DEVELOPMENT GROUP PTY LTD
W S 20 SAND
SW S E E
SW
100 CBR 15
HOF SANCTUARY NOOSA CHILDCARE CENTRE
S
W SW S BULK EARTHWORKS
MAN E PAD LEVEL - BEL
LOT 4 NOOSA
N DR SW
IVE SW HOFMANN DRIVE
SW
SW E NOOSAVILLE, QLD 4566
S
W
SW TYPICAL BUILDING WORKING PLATFORM DETAIL
W SW N.T.S. BULK EARTHWORKS PLAN
E SW
W SW SW
W DESIGN: KC DRAWN: KC SCALES: AS SHOWN
CHKD: APPRD: DATE: AS SHOWN
mpn JOB DRAWING No. REV
0 2 4 6 8 10
9307 BE.1.01 H
SCALE 1:200 (A1) 1:400 (A3)
FOR APPROVAL
81
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