Original source · versioned page text
22-05-23 Operational Management and Maintenance Plan_Issue A
Plans and drawings: the text below has words only, no drawings.
Original PDF page 8, section 3. The text section number identifies this passage in the reader.
16903)
PROPOSED SOUTH BUILDING
WALL
RET
WALL
6.4
RET
RET
FALL FOOTPATH TOWARDS TENANCY 3 FOR PRECAST PANEL WALL TELEPHONE: (07) 3335 4595
BIO RETAINING WALL 1% PROPOSED NORTH BUILDING GROUND FSL 5.70m DETAIL REFER
WALL
STRUCTURAL DRAWINGS 06.04.23
CO GROUND FSL 5.80m LEVEL 1 FSL 10.07m DATE
SL 5.65m
LEVEL 1 FSL 10.07m
RET
PROVIDE SCOUR PROTECTION
FI1/6 END1/2 NOTES:
5.8
AT HEADWALL OUTLET REFER .4 2m HIGH FLOW ROOFWATER
W9
WALL
LOW FLOW ROOFWATER DWG SW.2.02 FOR DETAILS. CONNECTION 300 DIA.IL 4.97 1. KERB TO BE IN ACCORDANCE WITH NOOSA SHIRE COUNCIL
TO
REFER HYDRAULIC STANDARD DRAWING RS-080. D 07.06.23 FOR APPROVAL DG LS
DRAWINGS TO
W END1/1 FI3/1 2. FOOTPATH TO BE IN ACCORDANCE WITH NOOSA SHIRE
C 9.05.23 FOR APPROVAL DG LS
9.4
RET
2m COUNCIL STANDARD DRAWING RS-065.
MH2/1 FI4/1
5.8
6.2
3. KERB RAMPS ARE TO BE IN ACCORDANCE WITH NOOSA SHIRE B 21.04.23 BA ISSUE DG LS
TO
8m
6.0
6.6
FOR RETAINING WALL COUNCIL STANDARD DRAWING NSD-9006E.
5.7 A
6.4
06.04.23 PRELIMINARY ISSUE BT LS
W
SL 2 m
6.4
DETAIL REFER DETAIL DWG 9.4
9.4
HIGH FLOW 4. SUBSOIL DRAIN CLEAN OUTS ARE TO CONSTRUCTED IN ISSUE DATE AMENDMENT BY APP
W
2m
6.6
CP.2.01 TO ROOFWATER ACCORDANCE WITH NOOSA SHIRE COUNCIL STANDARD
6.0 GROUND LEVEL FIELD DRAWING SD1116, AND PLACED AT 60m MAXIMUM CENTRES. COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED
CONNECTION INLET TO CAPTURE HIGH FLOW ROOFWATER
WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION OF MPN
6.8
6.0
300 DIA IL 5.02 5.8 5.8 5. ALL STORMWATER GULLY PITS SHALL BE IN ACCORDANCE CONSULTING PTY LIMITED 2018 ©
6.2
VOID RAINFALL CONNECTION FOR LEVEL 1 WITH NOOSA SHIRE COUNCIL STANDARD DRAWING DS-060.
6.6
CARPARK U.N.O.
6. ALL STORMWATER MANHOLES SHALL BE IN ACCORDANCE
FOR PRECAST PANEL WALL PLANTER BOX REFER WITH NOOSA SHIRE COUNCIL STANDARD DRAWING DS-010 ABN: 39 062 191 799 P: 61 7 3335 4555
DETAIL REFER FOR INACCESSIBLE VOID 39 Sherwood Road, Toowong, Qld, 4066 E: [email protected]
STRUCTURAL DWG FOR U.N.O.
STRUCTURAL DRAWINGS PERIMETER RETAINING
DETAILS 7. CONTRACTOR TO ENSURE ALL RETAINING WALL AGG DRAINS CLIENT:
WALLS REFER
NOT FOR CONSTRUCTION
TO BE CONNECTED TO THE CLOSEST STORMWATER PIT.
6.8
STRUCTURAL DRAWINGS
8. ALL DOCUMENTED STORMWATER PIPES HAVE BEEN TRIDENT GROUP HOLDINGS PTY LTD
5.8
DESIGNED FOR OPERATIONAL LOADS ONLY. CONTRACTOR TO
6.8 6.0 6.4 6.0
PROTECT STORMWATER INFRASTRUCTURE FROM HOFMANN DRIVE
6.2
6.4
CONSTRUCTION LOADS. NOOSA HEALTH PRECINCT
6.6
6.4
6.8
6.2
7 9. CONTRACTOR TO CONFIRM EXISTING SERVICE
7.0 7.0 HOFMANN DRIVE, NOOSAVILLE
7.2 7
INFRASTRUCTURE LEVEL AND LOCATION PRIOR TO
QLD 4566
7.2
CONSTRUCTION.
7.6 7.4
6.2
6.8 6.6
7.4 6
7.8
10. CONTRACTOR TO CONFIRM THE LEVEL AND LOCATION OF ALL
7 6.6 6.0 6.4
CONNECTIONS PRIOR TO LAYING ANY UPSTREAM CIVIL WORKS PLAN
STORMWATER PIPES.
FOR KERB UPSTAND
DETAIL REFER DESIGN: BT DRAWN: BT SCALES: AS SHOWN
STRUCTURAL DRAWINGS FOR PRECAST PANEL WALL APPRD: LS
CHKD: LS DATE: APR '23
DETAIL REFER
STRUCTURAL DRAWINGS mpn JOB DRAWING No. REV
7700 CP.1.01 D
FOR APPROVAL
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