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Approved Plans - OPW21/0103
Original PDF page 7, section 2. The text section number identifies this passage in the reader.
Plans and drawings
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S PROPOSED SEWERAGE MAIN
TO DRAWING S12884 - CE12. FOR SWALE CATCHMENT PLAN REFER TO DWG S12884-CD02
W PROPOSED WATER MAIN
EXISTING CONCRETE
T[C]
S
OH[C]
W
//
7.50
PROPOSED SEWER EASEMENT
S
S[C]
EP
S
0
11.
//
SW[C] S
EARTHWORKS LEVEL 1 NOTE:
]
//
10.5 S
T[C
W
0 CONTRACTOR TO ARRANGE AND MAKE PAYMENT OF AN APPROVED RPEQ
SW[C] // S 10.
S GEOTECHNICAL ENGINEER TO TEST, INSPECT AND CERTIFY ALL EARTHWORKS TO
9.5
S[C]
[C]
SW[C] S AS3798 LEVEL 1 CERTIFICATION.
OH
S 9.0
SW[C]
S 8.5 7.25
W
CONTR 8.0 STRUCTURAL NOTES:
ACTOR SW[C] S
TO SEE TEMPO
K GEOT RARY S TEMPORARY 1 IN 2 MAX. BATTER. ALL WALLS TO BE CONSTRUCTED AS SPECIFIED BY STRUCTURAL ENGINEER.
ECHNIC 1 IN 1 M
AL ENG AX. BA S STABILITY OF ALL EXISTING ADJACENT RETAINING WALLS AND STRUCTURES TO
.653
SW[C]
E958.743
INTO TTER. AT BOUNDARY
//
N5111.898
JOIN NEATLY EER
EXISTING
FOR AD SURFACE
.3053
S BE ASSESSED BY A STRUCTURAL ENGINEER PRIOR TO COMMENCEMENT OF WORKS.
5
VICE (T 7.5
10.7
YP.) PO REFER
0
SW[C] S TO TYP
S[C]
PROPOSED RETAINING WALL CONSTRUCTION METHODOLOGY, INCLUDING
CH0.000 FS10
10.5
11.0
SSIBLE ICAL S FOR SWALE WEST DETAIL. REFER TO DRAWING CE15.
CH2.000 FS10
CH10.000
SHORIN S WALE STABILIZATION OF EXISTING RETAINING WALLS AND STRUCTURES, TO BE
9.75
9.553
G REQUIR SW[C]
// DRAIN
ED S ADJACE 0
7.0
10.25
NT TO PROVIDED IN ACCORDANCE WITH STRUCTURAL ENGINEERS ADVICE.
EXISTIN
9.50
10.00
S
CH20.000
SW[C] G RETA
INING W
CH12.000 FS
S ALL. S
8.670
9.25
EE "TY
5
SW[C] S PICAL DEMOLITION NOTE:
11.2
SWALE
CH30.000
S DRAIN
//
CH24.615 FS
WEST" THE PERSON RESPONSIBLE FOR THE DEMOLITION WORKS SHALL ENSURE THAT
SW[C] S DETAIL
BELSOW S ALL VEHICLES LEAVING THE SITE CARRYING DEMOLITION MATERIALS HAVE THEIR
7.957
S S[C]
0
CH40.000
7.0
SW[C] LOADS COVERED AND DO NOT TRACK SOIL OR WASTE MATERIALS ONTO THE
REFER DRAWING S12884-CE15 FOR
7.395
ROAD.
7.228
CH36.827 FS
7.172
SWALE WEST CROSS SECTION. SW[C]
CH50.334 FS .000
7.019
E953.389
N5061.849
CH44.665 FS
SW[C]
CH45.948 FS
ASBESTOS REMOVAL NOTE:
CH47.964 FS
CH50
LOT 58 10.000
SHOULD ASBESTOS BE PRESENT, ITS REMOVAL SHALL BE CARRIED OUT IN
RP 228905 SW[C]
ACCORDANCE WITH THE NATIONAL OH&S COMMITTEE - CODE OF PRACTICE FOR
S[C]
CONTRACTOR TO PROTECT NEIGHBOURING SW[C] SAFE REMOVAL OF ASBESTOS AND ITS CODE OF PRACTICE FOR THE MANAGEMENT
PROPERTY BOUNDARY
RETAINING WALL, AND SEEK STRUCTURAL AND CONTROL OF ASBESTOS IN THE WORKPLACE.
ENGINEERING ADVICE PRIOR TO COMMENCEMENT OF SW[C]
WORKS. ANY DAMAGED TO EXISTING WALL WILL
PROPOSED BUIDING
LOT 58 BE REINSTATED AT CONTRACTORS COST. SW[C] WORKPLACE HEALTH AND SAFETY NOTE:
ON ALL WORKS UNDERTAKEN BY THE CONTRACTOR SHALL COMPLY WITH THE
RP228905 1.0m MIN. (WIDTH VARIES) REQUIREMENTS OF THE QUEENSLAND WORK HEALTH AND SAFETY ACT 2011.
S[C]
CONTACT THE NEAREST OFFICE OF THE DIVISION OF WORKPLACE HEALTH AND
SAFETY FOR INFORMATION. PHONE No. 1300 362 128.
FREEBOARD
0.150 MIN.
SWALE WEST DIAL BEFORE YOU DIG:
SCALE 1:100
EXISTING SURFACE IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT 'DIAL BEFORE YOU DIG'
- PH.1100 FOR THE LOCATION OF EXISTING PUBLIC UTILITIES PRIOR TO EXCAVATION.
S[C]
1 IN 4 MA
X. ANY DAMAGE CAUSED TO EXISTING PUBLIC UTILITIES BY THE CONTRACTOR WILL
1 IN 4 MAX. BE REPAIRED BY THE RELEVANT AUTHORITY AT THE CONTRACTOR'S EXPENSE.
EXISTING RETAINING WALL IN
ADJACENT PROPERTY. WHERE Q100 WSL
CHANNEL PROPERTIES - SWALE WEST NOOSA COUNCIL
INDICATED ON PLAN. CONTRACTOR
TO PROTECT RETAINING WALL AT
PROVIDE 75mm
TOPSOIL AND TURF
DESIGN Q100 (m3/s) 0.022 APPROVED PLAN EXISTING SERVICES NOTE:
THIS DESIGN HAS BEEN PREPARED BASED ON SERVICE AUTHORITY AS
ALL TIMES DURING CONSTRUCTION. MANNINGS (n) 0.035
LONG SLOPE (m/m) 0.005 (FLATTEST GRADE) OPW21/0103 13 JUL 2021 CONSTRUCTED INFORMATION. NO POT HOLING HAS BEEN UNDERTAKEN TO VERIFY
EXISTING SERVICE LOCATIONS AND DEPTHS. IT IS THE CONTRACTORS
VELOCITY (m/s) 0.732 RESPONSIBILITY TO UNDERTAKEN POT HOLING TO VERIFY THE DESIGN.
TYPICAL SWALE DRAIN WEST DV PRODUCT (m2/S) 0.059
NOTE:
(ADJACENT TO EXISTING RETAINING WALL) 0 2 4 See the original
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