Council archive · source document
Compiled Approved Plans OPW25/0042.02
Plans and drawings: the text below has words only, no drawings.
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Original PDF page 8, section 7. The text section number identifies this passage in the reader.
00w
D
REFER D09 & WQO1 FOR DETAILS 5. CONSTRUCTION TRAFFIC TO BE EXCLUDED FROM PIPEWORK - CCTV SURVEY L0
D08
3.21
6 m SETBACK W
x 45
TRENCHES UNTIL SUCH TIME AS PAVEMENT OVERLAY IS COMPLETE & L0 01
D7 (BUILDING WORKS) - MATERIAL TEST RESULTS 3.2
3
WRITTEN APPROVAL IS RECEIVED FROM THE SUPERINTENDANT
0h
16. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH ALTA PROJECTS
LEGEND: D06 6. WHERE IT IS IMPRACTICAL TO EXCLUDE CONSTRUCTION TRAFFIC ALL STANDARD SPECIFICATION.
S
S
ATH EXISTING CONCRETE WHEEL LOADS MUST BE CONFINED TO 20mm STEEL BRIDGING PLATES 17.
D01
OWP
L03.
ROADWORKS AND DRAINAGE SET-OUT INFORMATION IS AVAILABLE FOR THE 23
FL FOOTPATH TO BE D02
L0
AND AS DETAILED
3.23
PROPOSED DESIGN CONTRACTOR VIA COMPUTER MODEL PROVIDED BY ALTA PROJECTS.
.50 ERL
D
RECONSTRUCTED
RL 5 m OV
D
D
SURFACE LEVEL 4 9 S
S S 7. BEDDING/HANCHING MATERIALS & BACKFILL TO BE COMPACTED IN HOWEVER, ALTA PROJECTS ACCEPTS NO RESPONSIBILITY FOR INCORRECT
S
1 S
S RM S S
LAYERS NOT EXCEEDING 150mm THICK USING VIBRATING PLATE OR SETOUT FROM THE DATA PROVIDED. CONTRACTOR SHOULD CONFIRM THE
FINISHED SURFACE CONTOUR S
S S
S S
S 14
SIMILAR COMPACTILE EFFORT. HYDRAULIC COMPACTION ALONE IS CORRECT COORDINATES WITH THE MANHOLE SETOUT DATA PROVIDED ON D03
LO x 15 S UNACCEPTABLE.
L03.
S
RM
22
THESE DRAWINGS.
S
NG 00w D04
L03.
RC x 1 22
EXISTING SURFACE CONTOUR BC 20 R
CU 0h x IC 1
8. BEDDING/HAUNCHING MATERIAL TO BE COMPACTED AT MOISTURE L0
D05
3.22
LV 24 SIEVE SIZE (mm) WEIGHT PASSING (%)
ER 00
TS
CONTENT 60% > OPTIMUM > 90% AS DETERMINED AS1289.5.7.1 (STD) D06
L03.
75.0 - 22
RCBC
9. S TRENCH COMPACTION TESTING TO BE CARRIED OUT AT THE
D
D
PROPOSED DRAINAGE NETWORK 19.0 100
S
FOLLOWING INTERVALS WITH ALL RESULTS SUBMITTED TO THE
2 9.50 -
1200w
A SUPERINTENDENT FOR APPROVAL:- 2.36 50 - 100
EXISTING Ø300 TO BE 10. SELECT PIPE BACKFILL: 0.60 20 - 90
DIRECTION OF MAJOR OVERLAND FLOW OUT TAKEN UP 0 5 10 15 20 25 11. - 1 TEST EACHSDRAINAGE LINE
x 450h
0.30 10 - 60
1 S
EX
SS
0.15 0 - 25
5
1
EX
EXISTING OUTLET TO BE 0.075 0 - 10
TAKEN UP SCALE 1:250 (A1), 1:500 (A3)
5
BEDDING MATERIAL GRADING LIMITS
D
1
D
S
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTIONDesign:
PURPOSES.
PBL PROJECT: DRAWING TITLE:
Brah 101 pty ltd t/a Alta Projects
Drawn: PBL
A.B.N. 91 611 354 511 DRAINAGE LAYOUT - EARLY WORKS
APPROVAL Date: AUG 2022 26 Memorial Avenue, Cotton Tree PROPOSED HOTEL
NOT FOR CONSTRUCTION PO Box 559, Cotton Tree, QLD, 4558 Revision Sheet
D 28/01/2026 REVISED STORMWATER ALIGNMENT PBL SKH Checked:. . . . . . . . . . .
Tel (07) 5475 4125 Fax (07) 5479 1607 at 3-7 SERENITY CLOSE, NOOSA HEADS DRAWING No:
A6769-24-D01 D 1 of
C 13/11/2025 EARLY WORKS CONSTRUCTION ISSUE P.L. S.H. STEVEN HARRISON
Email: [email protected]
B
A
12/03/2025
27/02/2025
REVISED TO SUIT COUNCIL RFI - PATHWAY AND LEVELS ADDED
ISSUE FOR APPROVAL
PBL
PL
SKH
S.H.
.......................
DIRECTOR APPROVAL Datum AHD
Web: http://www.alta.net.au for CALILE MALOUF INVESTMENTS
REV DATE DESCRIPTION BY CHKD RPEQ - 4784 A1 SHEET SIZE FILENAME : a6769-24-D01 DRAINAGE CHANNEL LAYOUT.dwg - DATE : 28/1/26 - 5:03pm - XREF's: X-BASE; X-SURVEY; X-ARCH 3 ground; X-SURVEY retained trees; X-ARCH 1 basement; X-ARCH 2 lower ground; X-ARCH 4 level01; X-STRUCT; H-Approved-SH; H-Checked-SH Council Ref:
Document Set ID: 24527886
Version: 1, Version Date: 10/02/2026
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