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Compiled Approved Plans - OPW12-0095.03 · OPW12/0095.03
Plans and drawings: the text below has words only, no drawings.
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NOOSA COUNCIL
APPROVED PLAN
OPW12/0095.03
RPEQ DESIGNED SHORING SYSTEM TO BE
11 JULY 2024 OBTAINED PRIOR TO COMMENCEMENT OF
WORKS ON SITE.
CONTRACTOR TO ENSURE EXCAVATION
FACE ADJACENT TO BOUNDARY IS IN A
STABLE STATE AT ALL TIMES DURING
CONSTRUCTION.
CONTRACTOR TO ENSURE NO DAMAGE
OCCURS TO ADJOINING PROPERTY
DURING WORKS.
19/04/2024 N:\M1717\STAGE 5\DESIGN\WORKING DRAWINGS\EARTHWORKS
NORTH: SCALE: ISSUE: TITLE: DETAILS:
PROJECT: PLAN: ISSUE:
N 1:250 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
BRISBANE - SUNSHINE COAST - CENTRAL QLD PLANNERS 0 2.5 5 7.5 10 12.5 (A1) 1:250 25 EARTHWORKS LAYOUT PLAN M1717E5 EW01 C
SUNSHINE COAST URBAN DESIGNERS A1 (A3) 1:500
Metres
LOCAL AUTHORITY REF:
237-239 Bradman Avenue, SURVEYORS DO NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED - IF IN DOUBT PLEASE ENQUIRE
NOOSA COUNCIL
Maroochydore Qld 4558 DESIGNED PGM C REVISED FOR CUL-DE-SAC AMENDMENTS 04/05/18 PGM
NOOSA DOMAIN PTY. LTD. COUNCIL REF:
ENGINEERS APPROVED T.MCKINNEY A.FRASER J.PAPPAS
P 07 5450 3900 W www.jfp.com.au
C O N S U L T A N T S JFP URBAN CONSULTANTS PTY. LTD. A.C.N. 050 414 045 LANDSCAPE ARCHITECTS __________________________________
RPEQ 5087
S.MARSH
RPEQ 5691 RPEQ 6086 DRAWN
CHECKED
PGM
ADF
B
A
REVISED AND RE-ISSUED FOR COUNCIL
ORIGINAL ISSUE FOR COUNCIL
27/04/18 PGM
28/02/18 PGM
NOOSA DOMAIN RETIREMENT VILLAGE OPW12/0095
FOR AND ON BEHALF OF JFP URBAN CONSULTANTS PTY LTD
RPEQ 8068 DATUM: AHD ISSUE: DETAILS: DATE: INIT: 35 WALTER HAY DRIVE, NOOSAVILLE FILE NAME: EARTHWORKS.DWG
COPYRIGHT © 2011 JFP URBAN CONSULTANTS PTY LTD THIS DOCUMENT MAY NOT BE COPIED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE WRITTEN CONSENT OF JFP URBAN CONSULTANTS PTY LTD.
[OCR of page images]
LEGEND:
EXISTING CONTOURS ——32
COMMUNITY CENTRE FINISHED CONTOURS. —32
PROPOSED KERB
AND CHANNEL,
SPOT LEVELS
(419.62 DENOTES NATURAL SURFACE LEVEL}
PAD LEVEL (PL)
PROPOSED FILL (128 m°)
PROPOSED CUT (2,239 m*)
PROPOSED CONCRETE SLEEPER
RETAINING WALL oc
BATTER BETWEEN ALLOTMENTS peep
(at 1 in 2 max.)
BATTER TO ALLOTMENT So
PROPOSED SEWERAGE LINE —*-s
PROPOSED STORMWATER LINE =. sw—_9
PROPOSED ROOFWATER LINE —— Rw —e——_
PRIOR TO COMMENCEMENT OF WORKS
REFER TO VEGETATION MANAGEMENT
PLAN, REHABILITATION PLAN AND
LANDSCAPE ARCHITECTS PLANS
NOTE:
THE CONTRACTOR IS TO ENSURE THAT FOOTINGS FOR
RETAINING WALLS ARE CLEAR OF THE PROPOSED SEWER
AND ROOFWATER LINES.
SAFETY FENCE NOTE
STAR PICKET AND SAFETY BARRIER MESH FENCE TO BE ERECTED
ON TOP OF ALL RETAINING WALLS GREATER THAN 1.0m IN HEIGHT
7 RETAINING WALL CERTIFICATION
1. CIVIL CONTRACTOR TO OBTAIN DESIGN AND CONSTRUCTION
RPEQ CERTIFICATION FOR ALL CONCRETE SLEEPER, SANDSTONE
BOULDER & CONCRETE BLOCK RETAINING WALLS.
2. WALL DESIGN AND CERTIFICATION TO BE PROVIDED TO
SUPERVISING ENGINEER PRIOR TO CONSTRUCTION.
3. CONSTRUCTION CERTIFICATION TO BE PROVIDED TO SUPERVISING
ENGINEER PRIOR TO “ON MAINTENANCE" INSPECTION
EXISTING SERVICES LOCATIONS
THE DESIGN DETAILED ON THIS PLAN HAS BEEN PREPARED BASED
ON SERVICE AUTHORITY AS CONSTRUCTED INFORMATION
NO POT HOLING HAS BEEN UNDERTAKEN TO VERIFY EXISTING
SERVICES LOCATIONS AND DEPTHS.
NOOSA COUNCIL IT IS THE CONTRACTORS RESPONSIBILITY TO UNDERTAKE POT HOLING
APPROVED PLAN (HYDROVAC EXCAVATION) PRIOR TO COMMENCEMENT OF CONSTRUCTION
OPW12/0095.03 RPEQ DESIGNED SHORING SYSTEM TO BE
11 JULY 2024 OBTAINED PRIOR TO COMMENCEMENT OF
WORKS ON SITE
CONTRACTOR TO ENSURE EXCAVATION
FACE ADJACENT TO BOUNDARY IS IN A
BUILDING PAD SETOUT TABLE - STABLE STATE AT ALL TIMES DURING
BUILDING “B CONSTRUCTION
—_—— CONTRACTOR TO ENSURE NO DAMAGE
BUILDING PAD SETOUT TABLE - BUILDING PAD SETOUT TABLE - PT No. | TYPE | EASTING |NORTHING| LEVEL ee RS TO NING PROPERTY
AH 9 PT | 7437.220 | 4743.498 | 3.13
POOL AREA BUILDING “A” 10 | PT | 7442.91) 4724341] 3.13
PT No. | TYPE | EASTING |NORTHING] LEVEL PT No.| TYPE | EASTING |NORTHING] LEVEL | opr Tae tesa | 38 FOR NOTES AND DETAILS
21 | PT | 7392542 | 4755.012 | 3.25 1 PT | 7366.065 | 4725.083 | 3.53 130 | PT | 7495.772 | 4752.729 | 3.13 REFER DWG No.M1717E5 EW02
22 | PT | 7391629 | 4749.088 | 3.25 2 PT | 7364.580 | 4715.895 | 3.53 14 | PT | 7501472 | 4788.712 | 3.13
23 | PT | 7398565 | 4748.020 | 3.25 3 PT | 7368.523 | 4702.621| 3.53 15 | PT | 7495.222 | 4789.695 | 3.13
24 | PT | 7401843 | 4745.160 | 3.25 4 PT | 7371447 | 4698323 | 3.53 16 | PT | 7496.047) 4794.937| 3.13 DIAL BEFORE
~aoer™ 25 | PT | 7403.820 | 4738504 | 3.25 5 PT | 7430,047 | 4715.729 | 3.53 17 | PT | 7477.504 | 4797.842 | 3.13
26 | PT | 7415.555 | 4741989 | 3.25 6 | PT | 7430.361) 4720957 | 3.53 18 | PT | 7472543) 4766.264| 3.13 YOU DIG
27 | PT | 7427871 | 4740.077 | 3.25 1 PT | 1426.403 | 4734.281| 3.53 19 | PT | 7466445) 4757.471 | 3.13 www.1100.com.au
27_| PT | 7429.382 | 4749.158 | 3.25 8 PT | 7417.007 | 4740.340| 3.53 20 | PT | 7444.955 | 4751.076 | 3.13 SRE Bells
The Essential First Step
NORTH: Bory Es) sy Pansy
N 1:250 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE M1717E5 EWO1
{SUT IOET NWT TA TASTAGESDESTGN WORKING DRAW NGSTEARTHWORIS
SE 0 25 5 75 10 125 (At) 1:250 25 EARTHWORKS LAYOUT PLAN
Al (A3) 1:500 ee LOCAL AUTHORITY REF:
eae APPROVED ot MFKINNEY GTAFRASER .PAPPAS IDESIGNED| PGM| C REVISED FOR CUL-DE-SAC AMENDMENTS, 04/05/18 | PGM. NOOSA DOMAIN PTY. LTD. ‘COUNCIL REF:
‘RPEQ 5087 ‘RPEQ S691, RPEQ 6086 | DRAWN |PGM| B REVISED AND RE-ISSUED FOR COUNCIL 27/04/18 | PGM
URBANCONSULTANTS savas GHEED|ADF|_A_| ORIGINAL ISSUE FOR COUNCIL 2e/02/18 |pom| NOOSA DOMAIN RETIREMENT VILLAGE OPW12/0095
rormmensoairorrrvmanconansr? Crpcqaosa C1 DATUM: AHD _[1SSUE-) DETAILS pate. [wr | 35 WALTER HAY DRIVE, NOOSAVILLE FILENAME: EARTHWORKS.DWG
‘COMA FP URBAN CONSULTANTS PIY LTD. THIS
{ENT MAY NOT BE COPIED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WR WRITTEN CONSENT OF IFP URBAN CONSULTANTS PIV LTO,
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