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S12884-210412-Store Local Stage 3 -For Approval
Original PDF page 7, section 2. The text section number identifies this passage in the reader.
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
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 CHANNEL PROPERTIES - SWALE WEST
ADJACENT PROPERTY. WHERE Q100 WSL
INDICATED ON PLAN. CONTRACTOR PROVIDE 75mm DESIGN Q100 (m3/s) 0.022 EXISTING SERVICES NOTE:
TO PROTECT RETAINING WALL AT TOPSOIL AND TURF
ALL TIMES DURING CONSTRUCTION. THIS DESIGN HAS BEEN PREPARED BASED ON SERVICE AUTHORITY AS
MANNINGS (n) 0.035
CONSTRUCTED INFORMATION. NO POT HOLING HAS BEEN UNDERTAKEN TO VERIFY
LONG SLOPE (m/m) 0.005 (FLATTEST GRADE) 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 6m
FLOW DEPTH (m) 0.085 CLASSIFICATION OF SUBSURFACE UTILITY INFORMATION REAL PROPERTY DESCRIPTION
SCALE NTS SCALE 1:100 (A1)
IN ACCORDANCE WITH AUSTRALIAN STANDARD 5488. LOT 59 ON RP228906
© MILANOVIC NEALE CONSULTING ENGINEERS
FOR SWALE CATCHMENT PLAN REFER TO DWG S12884-CD02 (SCALE BEFORE REDUCTION)
ALL SCALES ARE AS SHOWN (A1)
DO NOT SCALE FROM DRAWING
REV. DESCRIPTION DATE INIT. CONTACT DETAILS CLIENT PROJECT TITLE DRAWN DESIGNED DATE
A FOR CLIENT REVIEW 23.02.21 SM E [email protected] SM SM FEB 2021
B FOR APPROVAL 09.04.21 SM W www.mnce.com.au
STORE LOCAL - NOOSAVILLE CHECKED APPROVED
STORELOCAL PTY LTD SWALE DRAIN DETAIL DH
BRISBANE IPSWICH
STAGE 3 DRAWING See the original
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