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9307-OPW RFI 1 Civil Plans
Original PDF page 4, section 2. The text section number identifies this passage in the reader.
MP
II
COMP
SS TOW: 4.40
II
SW RET WALL ALL PLAYSCAPE DRAINAGE
TO BE COLLECTED AND
3.92
CO A-A II
L 13.04.26 RFI RESPONSE MG TTM
5.00
MP DISCHARGED TO PIT AND
4.00
BE.2.01
4.0292
K 30.01.26 FOR APPROVAL
4.
S TOW: 4.40 PIPE NETWORK. TTM LS
4.12
II
4.12
II
TOW: 4.40 COM J 28.11.25 OPERATIONAL WORKS TTM LS
P Pit
4.22
SW
4.1.023
l
ica S IL0.682
ctr I 14.11.25 FOR COORDINATION TTM SR
4
Ele BULK EARTHWORKS QUANTITIES: NOTES:
4.41
S IL0.
4.13
4
H 10.04.25 FOR DA APPROVAL BT LS
II
4.2 852
4.20
SL
4.2 P
II
IL1.397
BEL: 4.91 1. RETAINING WALL ALIGNMENTS ON PLANS ARE INDICATIVE
COM
Emt CC
4 6
STRIP TOPSOIL: 540m³ (STRIP DEPTH 150mm) G
.13
ole 03.04.25 FOR DA APPROVAL BT LS
II
4.28 5Ø
SP322201 P S FFL: 4.76 ONLY FOR CLARITY WHEN PRINTED TO SCALE AT A3.
4.34
ht BEL: 4.77
37
Lig TOW: 4.40 (STOCKPILE FOR REUSE PER LANDSCAPE DIRECTION) ISSUE DATE AMENDMENT BY APP
4.47
REFER TO DETAILED SECTIONS ON DRAWING FOR
4.16
FFL: 4.62
II
EXISTING FOOTPATH NORTH/WEST OF DRIVEWAY TO
4.49
S BEL: 4.90 ALIGNMENTS AND OFFSETS. COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED WHOLLY OR IN
II
BE DEMOLISHED AND RECONSTRUCTED FOR JUNCTION CUT TO FILL VOLUME: 400m³
S
PART WITHOUT WRITTEN PERMISSION OF MPN CONSULTING PTY LIMITED 2023 ©
II
FFL: 4.75
4.19
NO EARTHWORKS TO 2. BULK EARTHWORKS LEVELS (BEL XX.XXX) ARE BASED ON
INTO EASEMENT FOOTPATH AND CONSTRUCTION OF
II
4.44
4.69
OCCUR WITHIN EASEMENT THE WORKING PLATFORM DETAILS SHOWN. ABN: 39 062 191 799
II
BIO-RETENTION SYSTEM. CONCRETE TO BE NEATLY
4.22
CUT TO EXPORT VOLUME: 85m³
4.56
II
CD ON SP322201 3. CONTRACTOR TO CONTACT SERVICE PROVIDER FOR ANY
II
P: 61 7 3335 4555
4.40.41
4.22
SAWCUT PRIOR TO ANY DEMOLITION OCCURRING.
II
S
H
4
BEL: 4.89 WORKS WITHIN THE ZONE OF INFLUENCE OF THE SERVICE E: [email protected]
4.25
4.47
BEL: 4.72 NOTES:
0
S
FFL: 4.74
IL2.9
AND COMPLY TO ANY SERVICE PROVIDER REQUIREMENTS.
4.25
S Level 4, Building 3,
4.25
FFL: 4.87
4.38
IL0.94
Emt CD 1. EARTHWORKS QUANTITIES HAVE BEEN CALCULATED Kings Row Office Park,
4.56
4. EXISTING SERVICE LIDS TO REMAIN ACCESSIBLE AND
4.49
IL2.88 6
4.41
FOR INFORMATION AND ARE BASED ON PROVIDED 42 McDougall Street, Milton, QLD, 4064
IL0.97
4.28
1 SP322201 HAVE FREE DRAINING SURROUNDS UNTIL APPROVAL
COM S
SITE SURVEY, WITH SUPPLEMENTARY LIDAR DATA,
W 4.39
P SL 4.47
4.26
W 750Ø
OBTAINED FROM COUNCIL FOR INFRASTRUCTURE WORKS. CLIENT:
4.45
SW Sewer M/H AND AN ASSUMED TOPSOIL STRIP DEPTH OF 150mm.
NOT FOR CONSTRUCTION
S
4.52
1 IN 10 MAX LANDSCAPE
4.65
STOCKWELL DEVELOPMENT GROUP PTY LTD
4.5
5. UNCONTROLLED FILL TO BE REMOVED AND
4.29
COM BATTER FROM FENCELINE
S
P 2. UNCONTROLLED FILL TO BE REMOVED AND
4.303
W
4.4
SW RECOMPACTED OR REPLACED UNDER THE DIRECTION
4.49
SW
S
REINSTATED UNDER GEOTECHNICAL ENGINEERS
4.57
4.71
M P
NOOSA EARLY LEARNING CENTRE
S
COM SUPERVISION. AND SUPERVISION OF THE GEOTECHNICAL ENGINEER.
HOF
4.63 4.52
CO
P
4.33
4.62
MP
4.69
4.59
4.347
SW
MAN
S
CO W 3. VOLUMES DETERMINED FROM SURVEY PROVIDED,
4.4
6. STOCKPILE HEIGHTS AND BATTERS TO BE IN
4.53
MP CO LOT 4 NOOSA
4.71
E E
4.69
N DR
4.65
WITH ALLOWANCE FOR SITE STRIP NOTED ABOVE, TO
S
COM T H ACCORDANCE WITH IECA GUIDELINES.
P IL1.329 r M/
4.56
4.370
4.37
it
S
S IL1.137 IL1.160 S
4.64
4.5
SW P e UNDERSIDE OF PAVEMENT OR BUILDING PLATFORM.
SW W IVE tra M/
H ew 63-65 HOFMANN DRIVE
SW
S
ls er S
4.4.547 4.60
COM RETAIN LEVEL PLANTING Te
W
w 4. VOLUMES ARE COMPACTED/IN PLACE WITHOUT
4.65
4.4503
E Se 4.6 5
P NOOSAVILLE, QLD 4566
4.
4.40
ZONES
SW ADJACENT VERGE SL
4.68
BULKING FACTORS APPLIED OR UNSUITABLE
4.61
4.4760
4
4.
PER LANDSCAPE ARCHITECT
4.43
EXISTING HOFMANN DRIVE COM MATERIAL QUANTIFIED.
COMP
P
4.50
P
BULK EARTHWORKS PLAN
M
CO
4.47
INTENT. EXISTING PLANTING
SW 5. EXCAVATED MATERIAL FROM SERVICES TRENCHING
CO
FOOTPATH TO BE
4.50
M PH See the original
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