Eathworks Plans

SW


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GENERAL NOTES:

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

EARTHWORKS PROCEDURES:

1. CLEARING, STRIPPING AND GRUBBING SHOULD BE CARRIED

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ee S
Gee COMMENCES. OUT IN AREAS SUBJECT TO EARTHWORKS. ALSO ALL SOILS
a “ 9 2. DIMENSIONS SHALL NOT BE OBTAINED BY SCALING THE CONTAINING ORGANIC MATTER SHOULD BE STRIPPED FROM
= b DRAWING. THE CONSTRUCTION AREA. THIS MATERIAL IS NOT
: 3. DURING CONSTRUCTION BARRIERS, LIGHTS é& SIGNS SHALL BE CONSIDERED SUITABLE FOR USE AS STRUCTURAL FLL
3 es MAINTAINED TO ENSURE SAFE PASSAGE OF TRAFFIC. AND 2. THE TOP 300 OF EXISTING SOIL IS TO BE CUT UNDER ALL
FOREST TO BE RETAINED & PEDESTRIANS IN ACCORDANCE WITH THE REQUIREMENTS OF PAVEMENTS & BUILDING PLATFORMS & REPLACED WITH
___ -* THE LOCAL AUTHORITY. IMPORTED COMPACTED FILL AS SPECIFIED-MIN CBR 15.
. _
an 4. ICORDIICE Wt uN vane oe us No 3. DEPRESSIONS FORMED BY REMOVAL OF VEGETATION,
_—~ AA, a UNDERGROUND ELENENTS ETC. SHOULD HAVE ALL
Zo ~ & ORDINANCES OF THE RELEVANT LOCAL AUTHORITY AND DISTURBED WEAKENED SOUL. CLEANED OUT AND BE
: ;
ay SN || % WORKPLACE HEALTH AND SAFETY REQUIREMENTS. BACKFILLED WITH COMPACTED SELECT MATERIAL. THIS IS. OF
PARTICULAR IMPORTANCE FOLLOWING THE REMOVAL OF ANY
/ = 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING EXISTING STRUCTURES AND FOUNDATIONS,
z ALL RELEVANT AUTHORITIES AND PAYING ALL FEES
S NECESSARY BEFORE CONMENCING WORK, FOR LOCATING ALL 4, AFTER CLEARING, GRUBBING, REMOVAL OF EXISTING
| —~—-—-——--7— & EXISTING SERVIVES AND FOR REPAIR OF ANY SERVICES CONCRETE FOUNDATIONS, AND STRIPPING, THE EXPOSED
/ = / > On 1} © DAMAGED AS A RESULT OF THE WORKS, SURFACE IN THE CONSTRUCTION AREAS, SHOULD BE PROOF
% SL Ue ROLLED TO DETECT ANY SOFT OR LOOSE MATERIAL. WEAK
So 6. THE CLIENTS SURVEYOR SHALL PEG PIT LOCATIONS AND SOILS ARE TO BE REMOVED.
A STAKE R.P. BOUNDARIES PRIOR TO CONSTRUCTION.
4 BUILDING PLATFORM & 5, THE INSITU SOILS, WHERE FREE OF ORGANIC AND
RL 74.85 S 7. FOOTPATHS AND PRIVATE PROPERTY SHALL BE REINSTATED DELETERIOUS MATERIAL, MAY BE USED FOR STRUCTURAL
, TO THEIR ORIGINAL CONDITION. FILL PROVIDED THE MOISTURE CONTENT OF THE SOILS ON
a = / 8. CONTRACTOR TO VERIFY ALL INVERT LEVELS, SURFACE PLACEMENT APPROXIMATES THE OPTIMUM. HOWEVER
iT SHOULD BE NOTED THAT PLASTIC CLAY SOILS COULD BE
LEVELS, COVER OVER DRAINAGE LINES, AND MINIMUM FALLS EXPECTED TO PRESENT DIFFICULTIES IN. HANDLING
ARE CORRECT & OBTAINBLE PRIOR TO COMMENCEMENT OF PLACEMENT AND COMPACTION IF THE APPROPRIATE
a © WORK. MOISTURE CONTENT IS NOT BE ACHIEVED, PARTICULARLY IF
x 9. THE CONTRACTOR'S ATTENTION 'S DRAWN 10 THE THE CLAYS ARE OVERLY MOIST.
> = REQUIREMENTS OF THE WORKPLACE HEALTH AND SAFETY 6. IMPORTED FILL MUST HAVE A SOAKED CBR OF NOT LESS THAT
a ACT 1989. ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE 15% AND A MAXIMUM AGGREGATE SIZE OF NOT GREATER
a BUILDING PLATFORM WITH THIS ACT AND IN PARTICULAR THE CONTRACTOR IS TO THAN 75mm, MAX. LIQUID LIMIT = 40 MAX. P. = 15, MAX. PLL x
N ENSURE THE REQUIREMENTS OF THE SPECIFICATION WITH % PASSING 425um = 450,
g | RL 75.15 & REGARD TO "NOTIFICATION IN RELATION TO A NOTIFIABLE
N PROJECT” ARE FULFILLED. 7. GUIDELINES FOR MINIMUM RELATIVE COMPACTION VALUES
= 2 FOR INSITU SOIL FILL AND IMPORTED FILL FOR THE BUILDING
C EXCAVATION MANAGEMENT NOTES: AND PAVEMENTS ARE PRESENTED IN THE TABLE BELOW.
1. THE LOCATION OF CUT 10 BE EXPORTED FROM THE SITE MINIMUM _DRY
a & SHALL BE AS INDICATED BY THE LEVELS ON THESE DESIGN LOCATION DENSITY RATIO {%
Ay DRAWINGS. BUILDING PLATFORMS
= — & PAVEMENTS 98 % (std
. 2. THE CONTRACTOR SHALL ALSO ADVISE THE ENGINEER OF THE (se)
” PROPOSED HAUL ROUTE TO BE TAKEN BY ANY TRUCKS REMOVING NOTE: THE RECOMMENDED COMPACTIONS ARE PERCENTAGES
ss EXCAVATED MATERIAL FROM THE PROPOSED DEVELOPMENT SITE. OF THE MAXIMUM DRY DENSITY DETERMINED BY AS 1289.
& < 3. TT IS THE PRINCIPAL CONTRACTOR'S RESPONSIBILTY TO 8. FIELD DENSITY TESTING SHOULD BE CARRIED OUT 10 CHECK
= aL 75,30 ENSURE THAT NO CUT MATERIAL IS DEPOSITED ONTO THE THE STANDARD OF COMPACTION ACHIEVED. AND THE
lo A _ ROADS USED BY REMOVAL TRUCKS. ANY MATERIAL
S FSL 79.45 a PLACEMENT MOISTURE CONTENT. THE FREQUENCY AND
= 5 7 : =I] © DEPOSITED ONTO ROADWAYS SHALL BE CLEANED AS EXTENT OF TESTING SHOULD BE AS PER GUIDELINES IN
oS a o\| & NECESSARY TO AVOID CAUSING NUISANCE TO VEHICLE hs 3798-1996
| y 7585 2| TRAFFIC. ae
a PL 75. a
2 = fxm 756 eon 2 4. ANY VEHICLE QXTING THE DEVELOPVENT STE SHALL BE 9, BACKFILLING FOR SERVICE TRENCHES, ETC SHOULD USE
s a . S WASHED DOWN PRIOR TO EYITING SITE TO ENSURE NO GOOD QUALITY MATERIAL FREE OF ORGANIC MATERIAL. THE
= Ee
= Sl] MATERIAL 1S DEPOSITED ONTO. ROADWAYS BACKFILL SHOULD BE PLACED IN UNIFORM LAYERS NOT
> Sys " EXCEEDING 200mm THICKNESS, LOOSELY PLACED. THE
2 rH 5, EXCAVATION WORKS WITHIN THE SITE SHALL ONLY TAKE BACKFILL MATERIAL SHOULD BE COMPACTED TO
/ PLACE BETWEEN THE HOURS OF:- SPECIFICATIONS OUTLINED ABOVE FOR INSITU OR IMPORTED
= 7.00am - 6.00pm MONDAY TO FRIDAY MATERIAL. BENCHING OF BATTERED EXCAVATIONS SHOULD
: 7.00am - 12,00noon SATURDAY BE UNDERTAKEN WHEN BACKFILLING,
(NO EXCATION WORKS ON SUNDAY) 10. BACKFILLING FOR SERVICE TRENCHES UNDER ROADWAYS
UNLESS OTHERWISE AUTHORISED BY LOCAL AUTHORITIES. SHALL BE WITH A QUALITY MATERIAL OF NOT LESS THAN CBR
= 15% (SOAKED) TO THE UNDERSIDE OF PAVEMENT, COMPACTED
| oz FILL MANAGEMENT NOTES: AT OPTIMUM MOISTURE CONTENT TO ACHIEVE 98% MODIFIED
1. THE LOCATION OF FILL TO BE IMPORTED ONTO THE SITE COMPACTION.
= SHALL BE AS INDICATED BY THE LEVELS ON THESE DESIGN 11. FILL UNDER BUILDING PLATFORMS TO CONTROLLED FILL
NO DRAWINGS. PLACED IN ACCORDANCE WITH AS3798. & AS2870.
S
2. THE QUALITY OF FILL SHALL MEET THE REQUIREMENTS
12. FILL NOT UNDER BUILDING PLATFORMS OR ROAD PAVEMENTS
Fs (18 een ca! WU Sx a
S743 nS MODIFIED MAXIMUM DRY DENSITY IN ACCORDANCE WITH
BUILDING PLATFORM ) y FSL 74.80 Le DESIGN DRAWINGS AND SPECIFICATIONS FOR THIS AS1289.
. RL 74.85 J i | Le L DEVELOPMENT.
B 4 \ 4 Lo | © 3. AT THE PRE-START MEETING THE CONTRACTOR SHALL
/ —~ LY ~~ W © ADVISE THE EINGINEER OF THE PROPOSED SOURCE OF
= Y » \ C _ _ IMPORTED FILL TO BE BROUGHT ONTO THE DEVELOPMENT EXISTING SERVICES
& BUILDING Ply TFORM xs a | SITE AND PROMIDE ANY CERTIFICATION FROM THE EXISTING SERVICES MAY OR MAY NOT BE SHOWN ON THESE
RL 74.85 / 7 ao | A SUPPLIER GEOTECHNICAL CONSULTANT. DRAWINGS. NO RESPONSIBILITY IS TAKEN BY THE ENGINEER OR THE
>So AA PRINCIPAL FOR THIS INFORMATION. THE CONTRACTOR SHALL
5 KOK | / iS 4 Seine Peps eA ROUTE To Be KEN by ANY rRucxs ASCERTAN THE POSITION OF ALL UNDERGROUND SERVICES PRIOR
3 XIN —__—+% DELVERNNG FIL 10 he PROPOSED aeyRLORMENt st TO EXCAVATION AND SHALL BE RESPONSIBLE FOR THE COST OF
— y yy, oe . REPAIRS 10 DAMAGES CAUSED AS A RESULT OF THE WORKS.
= — a Y ao | & 5. IT IS THE PRINCIPAL CONTRACTOR'S RESPONSIBILITY 10
fo? Ow ENSURE THAT NO FILL MATERIAL IS DEPOSITED ONTO THE
WS, Us F 4 V ROADS USED BY DELIVERY TRUCKS. ANY MATERIAL
. / / ao 2 ———“~!s DEPOSITED ONTO ROADWAYS SHALL BE CLEANED AS NOTE :
® £514.5 —_—— / Z a aT | Nv NECESSARY TO AVOID CAUSING NUISANCE TO VEHICLE IT IS THE BUILDER RESIPONSIBILITY TO CHECK
c / = St = v TRAFFIC AND ENSURE ALL LEVELS AND SET OUT DIMENSIONS
| J 2 Z 4 " ARE CORRECT PRIOR TO COMMENCING ANY WORKS.
, 2 y 6. ANY VEHICLE EXITING THE DEVELOPMENT SITE SHALL BE NO RESPONSIBILITY IS TAKEN FOR ERROR OR
© bio eye te WASHED DOWN PRIOR TO EXITING SITE TO ENSURE NO OMISSIONS ON THIS DRAWING. THIS DRAWING TO BE
> & & © § e MATERIAL IS DEPOSITED ONTO ROADWAYS. RE GC NUNCTION WITH THE: ARCHITECTURAL
\N “sy S > > :
© ‘ vw v v 7. FILL SHALL BE PLACED AS TO NOT CAUSE NUISANCE OR
L PONDING 70 ADJOINING PROPERTIES.
B 8. FILLING WORKS WITHIN THE SITE SHALL ONLY TAKE PLACE
BETWEEN THE HOURS OF;—
7.00am — 6.00pm MONDAY TO FRIDAY
STORMWATER DRAINAGE LAYOUT PLAN (NO FLLNG WORKS ON SUNDAY
(NO FILLING WORKS ON SUNDAY).
CUT AREA UNLESS OTHERWISE AUTHORISED BY LOCAL AUTHORITIES.
— — -— — - — _ PROPERTY BOUNDARY LINE © EXISTING POWER POLE CUT VOLUME — 650 m> (APPROX.)
FILL VOLUME — 640 m> (APPROX.)
T ———— EXISTING TELSTRA LINE CD EXISTING TELSTRA PIT
w——— _ FISTING WATER MAIN - EXISTING TREE TO RETAINED
gy — ——— ~~~ EXISTING CONTOUR LINE (0.25m INTERVALS) PROPOSED RETAINING WALL FILL. AREA
(| PROPOSED STORMWATER PIT
APPROVED SCALE 11125 JOB DESCRIPTION DRAWING TITLE
A—=—= NEIL McKENZIE & ASSOCIATES PTY. LTD. DRAWN i NOOSA YOUNGCARE EARTHWORKS PLAN
CONSULTING ENGINEERS CHECKED NM 32 VIEWLAND DRIVE
VIE NST. RPEO. 0M7, NEER 3 14/699a SANDGATE ROAD DESIGNED NM NOOSA HEADS
SINS THE PROPERTY © PHONE: (6 58 4011 APPROVED NM CLIENT DRAWING
THIS DRAWING REMAINS THE PROPERTY OF PHONE: (07) 3862 1886 REVISION
No. REVISION DATE DWN NEIL McKENZIE & ASSOCIATES © Copyright FAX: (07) 3862 1397 DATE OCT. 20 DELUCA DEVELOPMENT & CONSTRUCTION NUMBER Q20-004-C05 NUMBER