RFI - Updated Engineering Plans

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VIEWLAND — DRIVE

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7
ae BUILDING PLATFORM

RL 75.15

 

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| x EX 79.85

PL 75.55
FSL 75.70

PL 75,15

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| | FSL 75.30

 

 

 

 

 

 

 

 

 

 

 

FOREST 10 BE RETAINED

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

BUILDING PLATFORM
RL 74.85

 

 

 

 

 

 

 

 

 

 

 

 

 

 

BUILDING PLATFORM
RL 74.85

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

CUT AREA

 

 

25

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4h.

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es

EXISTING RETAINING WALL

 

 

GENERAL NOTES:

1. ALL DIMENSIONS ARE T0 BE CHECKED ON-SITE BEFORE WORK
COMMENCES,

2. DIMENSIONS SHALL NOT BE OBTAINED BY SCALING THE
DRAWING,

3. DURING CONSTRUCTION BARRIERS, LIGHTS & SIGNS SHALL BE
MAINTAINED TO ENSURE SAFE PASSAGE OF TRAFFIC AND
PEDESTRIANS IN ACCORDANCE WITH THE REQUIREMENTS OF
THE LOCAL AUTHORITY.

4. ALL WORKMANSHIP AND MATERIALS SHALL BE IN
ACCORDANCE WITH S.A.A. CODES & BY-LAWS AND
ORDINANCES OF THE RELEVANT LOCAL AUTHORITY AND
WORKPLACE HEALTH AND SAFETY REQUIREMENTS,

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING
ALL RELEVANT AUTHORITIES AND PAYING ALL FEES
NECESSARY BEFORE COMMENCING WORK, FOR LOCATING ALL
EXISTING SERVIVES AND FOR REPAIR OF ANY SERVICES
DAMAGED AS A RESULT OF THE WORKS.

6. THE CLIENTS SURVEYOR SHALL PEG PIT LOCATIONS AND
STAKE R.P. BOUNDARIES PRIOR 10 CONSTRUCTION.

7. FOOTPATHS AND PRIVATE PROPERTY SHALL BE REINSTATED
TO THEIR ORIGINAL CONDITION.

8. CONTRACTOR TO VERIFY ALL INVERT LEVELS, SURFACE
LEVELS, COVER OVER DRAINAGE LINES, AND MINIMUM FALLS
ARE CORRECT & OBTAINBLE PRIOR 70 COMMENCEMENT OF
WORK.

9. THE CONTRACTOR'S ATTENTION IS DRAWN 10 THE
REQUIREMENTS OF THE WORKPLACE HEALTH AND SAFETY
ACT 1989. ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE
WITH THIS ACT AND IN PARTICULAR THE CONTRACTOR IS TO
ENSURE THE REQUIREMENTS OF THE SPECIFICATION WITH
REGARD TO "NOTIFICATION IN RELATION TO A NOTIFIABLE
PROJECT” ARE FULFILLED.

EXCAVATION. MANAGEMENT_NOTES:

1. THE LOCATION OF CUT TO BE EXPORTED FROM THE SITE
SHALL BE AS INDICATED BY THE LEVELS ON THESE DESIGN
DRAWINGS.

2. THE CONTRACTOR SHALL ALSO ADVISE THE ENGINEER OF THE
PROPOSED HAUL ROUTE TO BE TAKEN BY ANY TRUCKS REMOVING
EXCAVATED MATERIAL FROM THE PROPOSED DEVELOPMENT SITE.

3. IT IS THE PRINCIPAL CONTRACTOR'S RESPONSIBILITY T0
ENSURE THAT NO CUT MATERIAL IS DEPOSITED ONTO THE
ROADS USED BY REMOVAL TRUCKS. ANY MATERIAL
DEPOSITED ONTO ROADWAYS SHALL BE CLEANED AS
NECESSARY TO AVOID CAUSING NUISANCE TO VEHICLE
TRAFFIC.

4. ANY VEHICLE EXITING THE DEVELOPMENT SITE SHALL BE
WASHED DOWN PRIOR TO EXITING SITE TO ENSURE NO
MATERIAL IS DEPOSITED ONTO ROADWAYS.

5. EXCAVATION WORKS WITHIN THE SITE SHALL ONLY TAKE
PLACE BETWEEN THE HOURS OF;-
7.00am — 6.00pm MONDAY TO FRIDAY
7.00am — 12.00noon SATURDAY
(NO EXCATION WORKS ON SUNDAY).
UNLESS OTHERWISE AUTHORISED BY LOCAL AUTHORITIES.

FILL_ MANAGEMENT NOTES:

1, THE LOCATION OF FILL TO BE IMPORTED ONTO THE SITE
SHALL BE AS INDICATED BY THE LEVELS ON THESE DESIGN
DRAWINGS.

2. THE QUALITY OF FILL SHALL MEET THE REQUIREMENTS
OUTLINED IN THE SITE PREPARATION SPECIFICATIONS WHICH
ARE INCORPORATED INTO THE NEIL MCKENZIE & ASSOCIATES
DESIGN DRAWINGS AND SPECIFICATIONS FOR THIS
DEVELOPMENT.

3. AT THE PRE-START MEETING THE CONTRACTOR SHALL
ADVISE THE EINGINEER OF THE PROPOSED SOURCE OF
IMPORTED FILL TO BE BROUGHT ONTO THE DEVELOPMENT
SITE AND PROVIDE ANY CERTIFICATION FROM THE
SUPPLIER GEOTECHNICAL CONSULTANT.

4. THE CONTRACTOR SHALL ALSO ADVISE THE ENGINEER
OF THE PROPOSED HAUL ROUTE 10 BE TAKEN BY ANY TRUCKS
DELIVERING FILL TO THE PROPOSED DEVELOPMENT SITE.

5. IT IS THE PRINCIPAL CONTRACTOR'S RESPONSIBILITY T0
ENSURE THAT NO FILL MATERIAL IS DEPOSITED ONTO THE
ROADS USED BY DELIVERY TRUCKS. ANY MATERIAL
DEPOSITED ONTO ROADWAYS SHALL BE CLEANED AS
NECESSARY TO AVOID CAUSING NUISANCE 10 VEHICLE
TRAFFIC.

6. ANY VEHICLE EXITING THE DEVELOPMENT SITE SHALL BE
WASHED DOWN PRIOR TO EXITING SITE TO ENSURE NO
MATERIAL IS DEPOSITED ONTO ROADWAYS.

7. FILL SHALL BE PLACED AS TO NOT CAUSE NUISANCE OR
PONDING TO ADJOINING PROPERTIES.

8. FILLING WORKS WITHIN THE SITE SHALL ONLY TAKE PLACE
BETWEEN THE HOURS OF;—
7.00am — 6.00pm MONDAY TO FRIDAY
7.00am — 12.00noon SATURDAY
(NO FILLING WORKS ON SUNDAY).
UNLESS OTHERWISE AUTHORISED BY LOCAL AUTHORITIES.

EARTHWORKS PROCEDURES:

1. CLEARING, STRIPPING AND GRUBBING SHOULD BE CARRIED
QUT IN AREAS SUBJECT TO EARTHWORKS. ALSO ALL SOILS
CONTAINING ORGANIC MATTER SHOULD BE STRIPPED FROM
THE CONSTRUCTION AREA. THIS MATERIAL IS NOT
CONSIDERED SUITABLE FOR USE AS STRUCTURAL FILL.

2. THE TOP 300 OF EXISTING SOIL IS TO BE CUT UNDER ALL
PAVEMENTS & BUILDING PLATFORMS & REPLACED WITH
IMPORTED COMPACTED FILL AS SPECIFIED-MIN CBR 15.

3. DEPRESSIONS FORMED BY REMOVAL OF VEGETATION,
UNDERGROUND ELEMENTS ETC. SHOULD HAVE ALL
DISTURBED WEAKENED SOUL CLEANED OUT AND BE
BACKFILLED WITH COMPACTED SELECT MATERIAL. THIS IS OF
PARTICULAR IMPORTANCE FOLLOWING THE REMOVAL OF ANY
EXISTING STRUCTURES AND FOUNDATIONS.

4. AFTER CLEARING, GRUBBING, REMOVAL OF EXISTING
CONCRETE FOUNDATIONS, AND STRIPPING, THE EXPOSED
SURFACE IN THE CONSTRUCTION AREAS, SHOULD BE PROOF
ROLLED TO DETECT ANY SOFT OR LOOSE MATERIAL. WEAK
SOILS ARE 10 BE REMOVED.

9. THE INSITU SOILS, WHERE FREE OF ORGANIC AND
DELETERIOUS MATERIAL, MAY BE USED FOR STRUCTURAL
FILL PROVIDED THE MOISTURE CONTENT OF THE SOILS ON
PLACEMENT APPROXIMATES THE OPTIMUM. HOWEVER,
IT SHOULD BE NOTED THAT PLASTIC CLAY SOILS COULD BE
EXPECTED TO PRESENT DIFFICULTIES IN HANDLING,
PLACEMENT AND COMPACTION IF THE APPROPRIATE
MOISTURE CONTENT IS NOT BE ACHIEVED, PARTICULARLY IF
THE CLAYS ARE OVERLY MOIST.

6. IMPORTED FILL MUST HAVE A SOAKED CBR OF NOT LESS THAT
15% AND A MAXIMUM AGGREGATE SIZE OF NOT GREATER
THAN 75mm, MAX. LIQUID LIMIT = 40 MAX. P.l. = 15, MAX. Pll. x
% PASSING 425um = 450.

7, GUIDELINES FOR MINIMUM RELATIVE COMPACTION VALUES
FOR INSITU SOIL FILL AND IMPORTED FILL FOR THE BUILDING
AND PAVEMENTS ARE PRESENTED IN THE TABLE BELOW.

MINIMUM DRY
LOCATION DENSITY RATIO (%
BUILDING PLATFORMS
& PAVEMENTS 98 % (std)

NOTE: THE RECOMMENDED COMPACTIONS ARE PERCENTAGES
OF THE MAXIMUM DRY DENSITY DETERMINED BY AS 1289.

8. FIELD DENSITY TESTING SHOULD BE CARRIED OUT TO CHECK
THE STANDARD OF COMPACTION ACHIEVED AND THE
PLACEMENT MOISTURE CONTENT. THE FREQUENCY AND
EXTENT OF TESTING SHOULD BE AS PER GUIDELINES IN
AS 3798-1996.

9. BACKFILLING FOR SERVICE TRENCHES, ETC SHOULD USE
GOOD QUALITY MATERIAL FREE OF ORGANIC MATERIAL. THE
BACKFILL SHOULD BE PLACED IN UNIFORM LAYERS NOT
EXCEEDING 200mm THICKNESS, LOOSELY PLACED. THE
BACKFILL MATERIAL SHOULD BE COMPACTED 10
SPECIFICATIONS OUTLINED ABOVE FOR INSITU OR IMPORTED
MATERIAL. BENCHING OF BATTERED EXCAVATIONS SHOULD
BE UNDERTAKEN WHEN BACKFILLING.

10. BACKFILLING FOR SERVICE TRENCHES UNDER ROADWAYS
SHALL BE WITH A QUALITY MATERIAL OF NOT LESS THAN CBR
15% (SOAKED) TO THE UNDERSIDE OF PAVEMENT, COMPACTED
AT OPTIMUM MOISTURE CONTENT TO ACHIEVE 98% MODIFIED
COMPACTION.

11. FILL UNDER BUILDING PLATFORMS TO CONTROLLED FILL
PLACED IN ACCORDANCE WITH AS3798 & AS2870.

12. FILL NOT UNDER BUILDING PLATFORMS OR ROAD PAVEMENTS
TO BE COMPACTED IN LAYERS NOT EXCEEDING 300MM & 90%
MODIFIED MAXIMUM DRY DENSITY IN ACCORDANCE WITH
AS1289.

EXISTING SERVICES

EXISTING SERVICES MAY OR MAY NOT BE SHOWN ON THESE
DRAWINGS, NO RESPONSIBILITY IS TAKEN BY THE ENGINEER OR THE
PRINCIPAL FOR THIS INFORMATION. THE CONTRACTOR SHALL
ASCERTAIN THE POSITION OF ALL UNDERGROUND SERVICES PRIOR
TO EXCAVATION AND SHALL BE RESPONSIBLE FOR THE COST OF
REPAIRS 10 DAMAGES CAUSED AS A RESULT OF THE WORKS.

 

 

NOTE :

IT IS THE BUILDER RESIPONSIBILITY TO CHECK

AND ENSURE ALL LEVELS AND SET OUT DIMENSIONS
ARE CORRECT PRIOR TO COMMENCING ANY WORKS.
NO RESPONSIBILITY IS TAKEN FOR ERROR OR
OMISSIONS ON THIS DRAWING. THIS DRAWING TO BE
READ IN CONJUNCTION WITH THE ARCHITECTURAL
DRAWINGS.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

— — + — _ PROPERTY BOUNDARY LINE © — EXISTING POWER POLE CUT VOLUME — 650 m° (APPROX.)
FILL VOLUME — 640 m° (APPROX.)
7 ——————_ POSTING TELSTRA LINE CD EXISTING TELSTRA PIT
w—————__ EXISTING WATER MAIN - EXISTING TREE TO RETAINED
“iqg —————~~ BASING CONTOUR UNE (0.25m INTERVALS) PROPOSED RETANNG WALL FILL. AREA
(| PROPOSED STORMWATER PIT
APPROVED SCALE 1:125 JOB DESCRIPTION DRAWING TITLE
——— NEIL McKENZIE & ASSOCIATES PTY. LTD. NOOSA YOUNGCARE
DRAWN nl EARTHWORKS PLAN
C 29.01.21 dL CONSULTING ENGINEERS CHECKED NM 32 VIEWLAND DRIVE
B 2.021 | a VIE-AST. RPEQ 200, NER 14/699a SANDGATE ROAD DESIGNED NM NOOSA HEADS
A 18.11.20 a THIS DRAWING REVAINS THE PROPERTY oF PHONE: (67) 3862. 1886 APPROVED NM CLIENT DRAWING REVISION
No. REVISION DATE DWN NEIL McKENZIE & ASSOCIATES © Copyright FAX: . (07) 3862 1397 DATE OCT. 20 DELUCA DEVELOPMENT & CONSTRUCTION NUMBER Q?0-004-C05 NUMBER C