C05-EARTHWORKS-PLAN-Rev.3

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— ~—-S
— — —_ —
a oo
= N\
= LANDSCAPE RETAINING WALL S
| | = L . 4 < GENERAL NOTES: EARTHWORKS PROCEDURES:
! a ol a Y ; so | 1. ALL DIMENSIONS ARE TO BE CHECKED ON-SITE BEFORE WORK 1. CLEARING, STRIPPING AND GRUBBING SHOULD BE CARRIED
oF oa p-—-—_ ! COMMENCES. OUT IN AREAS SUBJECT TO EARTHWORKS, ALSO ALL SOILS
| 5 L _ zx 2 La 2. DIMENSIONS SHALL NOT BE OBTAINED BY SCALING THE CONTAINING ORGANIC MATTER SHOULD BE STRIPPED FROM
7 || } Ll gl 7 y FOREST 10 BE RETAINED & DRAWING. THE CONSTRUCTION AREA. THIS MATERIAL IS NOT
ii ely * ZY + 3, DURING CONSTRUCTION BARRIERS, LIGHTS & SIGNS SHALL BE CONSIDERED SUITABLE FOR USE AS STRUCTURAL FIL.
tS : Y JL ~ oe WAINTAINED TO ENSURE SAFE PASSAGE OF TRAFFIC. AND 2. THE TOP 300 OF EXISTING SOIL IS TO BE CUT UNDER ALL
i |e It ( » y oe © PEDESTRIANS IN ACCORDANCE WITH THE REQUIREMENTS OF PAVEMENTS & BUILDING PLATFORMS & REPLACED WITH
ZO Z _ fe c a i— = THE LOCAL AUTHORITY. IMPORTED COMPACTED FILL AS SPECFIED-MN CBR 15.
z ! zo: _ —_——
| is y —— [ a 4. ALL WORKMANSHIP AND MATERIALS SHALL BE: IN 3, DEPRESSIONS FORMED BY REMOVAL OF VEGETATION,
| 4 YY y —_— | ACCORDANCE WITH SAA. CODES & BYLAWS AND UNDERGROUND ELBE ETC. SHOULD HAVE ALL
Ly | V4 _ ~~ & ORDINANCES OF THE RELEVANT LOCAL AUTHORITY AND DISTURBED WEAKENED SOUL CLEANED OUT AND BE
| 4 \ aan ~ || * WORKPLACE HEALTH AND SAFETY REQUIREMENTS. BACKFILLED WITH COMPACTED SELECT MATERIAL. THIS IS OF
| 4 | PARTICULAR IMPORTANCE FOLLOWING THE REMOVAL OF ANY
5 \ s 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING EXISTING STRUCTURES AND FOUNDATIONS.
x 7} | ALL RELEVANT AUTHORITIES AND PAYING ALL FEES
| NECESSARY BEFORE COMMENCING WORK, FOR LOCATING ALL 4, AFTER CLEARING, GRUBBING, REMOVAL OF EXISTING
z y | Lo __4-= | & EXISTING SERVIVES AND FOR REPAIR OF ANY SERVICES CONCRETE FOUNDATIONS, AND STRIPPING, THE EXPOSED
/ | 4p. _1|* DAMAGED AS A RESULT OF THE WORKS. SURFACE IN THE CONSTRUCTION AREAS, SHOULD BE PROOF
LL | =a / 4 ROLLED TO DETECT ANY SOFT OR LOOSE MATERIAL. WEAK
| Le | / | 6. THE CLIENTS SURVEYOR SHALL PEG PIT LOCATIONS AND SOILS ARE 10 BE REMOVED.
| 72 _ 101, 302, 103 | STAKE RP. BOUNDARIES PRIOR 10 CONSTRUCTION. «THE STU SOLS, WHERE FREE OF ORCANC AND
| PL 1554 = BUILOING PLATFORM & . ;
¥ Jal ig ZA = a RL 74.86 Y o = 7. FOOTPATHS AND PRNATE PROPERTY SHALL BE REINSTATED DELETEROUS MATERIAL, MAY BE USED FOR STRUCTURAL
1 | eS | = [ i ~ Yi 4 | TO THEIR ORIGINAL CONDITION, FILL PROVIDED THE MOISTURE CONTENT OF THE SOILS ON
Le oa PLACEMENT APPROXIMATES THE OPTIMUM. HOWEVER,
t | Y O | 7 8. CONTRACTOR 10 VERIFY ALL INVERT LEVELS, SURFACE IT SHOULD BE NOTED THAT PLASTIC CLAY SOILS COULD BE
Lf i | oY ZA Lom Lo _ LEVELS, COVER OVER DRAINAGE LINES, AND MINIMUM FALLS
| g Z T ARE CORRECT & OBTAINBLE PRIOR TO COMMENCEMENT OF EXPECTED TO PRESEAT DFFICULTES IN HANDLING
LO 4 L WORK PLACEMENT AND COMPACTION IF THE APPROPRIATE
Is | y re, | & . MOISTURE CONTENT IS NOT BE ACHIEVED, PARTICULARLY IF
j |i Ke i | |S 9, THE CONTRACTOR'S ATTENTION IS DRAWN 10 THE THE CLAYS ARE OVERLY MOIST.
| 4/2 _= “/AINE OF CARPARK — REQUIREMENTS OF THE WORKPLACE HEALTH AND SAFETY y
2 | 7 J | 1: oy 01 J ZL US | ACT 1989. ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE BD a eee ee Goer Ooeacae CAT
| 7 RURDNG PLATEORY 7 ; WITH THIS ACT AND IN PARTICULAR THE CONTRACTOR IS TO THAN 75mm, MAX. LIQUID LIMIT = 40 MAX. PL = 15, MAX. PLL x
| t Ce " Z WA ENSURE THE REQUIREMENTS OF THE SPECIFICATION WITH % PASSING 425um = 450,
Ly 7 | RL 75.15 CU L 6 es s REGARD 70 "NOTIFICATION IN RELATION 10 A NOTIFIABLE
| so ry | “ PROJECT” ARE FULFILLED. 7. GUIDELINES FOR MINIMUM RELATIVE COMPACTION VALUES
| | C FOR INSITU SOIL FILL AND IMPORTED FILL FOR THE BUILDING
: = = — L SS EXCAVATION. MANAGEMENT. NOTES: AND PAVEMENTS ARE PRESENTED IN THE TABLE BELOW.
| - aa
| \} | a Loo —7 | 1. THE LOCATION OF CUT TO BE EXPORTED FROM THE SITE MININUM DRY
2 || | L oe % SHALL BE AS INDICATED BY THE LEVELS ON THESE DESIGN LOCATION DENSITY RATIO. (2
PAVEMENT PLATFORM LEVEL SEO O | < DRAWINGS. BUILDING PLATFORMS
. WILL VARY TO SUIT GRADES Y ~ de PAVEMENTS 98 & (std)
2 | 7 | . . TT 2. THE CONTRACTOR SHALL ALSO ADVISE THE ENGINEER OF THE
1) 8 . FOR WHEEL CHAIRS — PROPOSED HAUL ROUTE TO BE TAKEN BY ANY TRUCKS REMOVING NOTE: THE RECOMMENDED COMPACTIONS ARE PERCENTAGES
7 ! s MAX. PL 14.85 | s EXCAVATED MATERIAL FROM THE PROPOSED DEVELOPMENT SITE. OF THE MAXIMUM DRY DENSITY DETERMINED BY AS 1289.
| i | Nore TAT NO. CUT PaTERLL ke pPOsr ONO 8, FIELD DENSITY TESTING SHOULD BE CARRIED OUT 10 CHECK
i |! | $o ENSURE THAT NO CUT MATERIAL IS DEPOSITED ONTO THE THE STANDARD OF COMPACTION ACHIEVED AND THE
wos | | | a y ROADS USED BY REMOVAL TRUCKS. ANY WATERIAL PLACEMENT MOISTURE CONTENT. THE FREQUENCY AND
& _ 7 | 5) DEPOSITED ONTO ROADWAYS SHALL. BE CLEANED AS EXTENT OF TESTING SHOULD BE AS PER GUIDELINES IN
3S if a 7 | S || & NECESSARY TO AVOID CAUSING NUISANCE TO. VEHICLE 1s 3798-1996
a 7 | Kp 1558 RAMP-DOWN | UZ TRAFFIC. -
2 ||P 4) x eX 756 Lom 4 & 4, ANY VEHICLE EXITING THE DEVELOPMENT SITE SHALL BE » OOD OUNLTY RATER TREC OF OnCHNC LATER THE
= j aa 2 WASHED DOWN PRIOR TO EXITING SITE 70 ENSURE NO QUALITY Wa MATERIAL
=; ils I - =, | Bl) MATERIAL IS DEPOSITED ONTO. ROADWAYS, BACKFILL SHOULD BE PLACED IN UNIFORM LAYERS NOT
= ! 2 ww BS " EXCEEDING 200mm THICKNESS, LOOSELY PLACED. THE
| f = 7 & | 5, EXCAVATION WORKS WITHIN THE SITE SHALL ONLY TAKE BACKFILL MATERIAL SHOULD BE COMPACTED TO
7 | l|Lé Ly 4 PLACE BETWEEN THE HOURS OF;— SPECIFICATIONS OUTLINED ABOVE FOR INSITU OR IMPORTED
if log 7 | / 7.00cm - 6.00pm MONDAY TO FRIDAY MATERIAL. BENCHING OF BATTERED EXCAVATIONS SHOULD
Loy ide ; aa 4 7.00am - 12,00noon SATURDAY BE UNDERTAKEN WHEN BACKFILLING.
i |! j (NO EXCATION WORKS ON SUNDA). 10. BACKFILLING FOR SERVICE TRENCHES UNDER ROADWAYS
he t 4, | 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
le 7 LANDSCAPE | FILL MANAGEMENT NOTES: AT OPTIMUM MOISTURE CONTENT TO ACHIEVE 98% MODIFIED
; LZ RETAINING WALL 1. THE LOCATION OF FILL TO BE IMPORTED ONTO THE SITE COMPACTION.
bya! |
||? 4 SHALL BE AS INDICATED BY THE LEVELS ON THESE DESIGN 11. FILL UNDER BUILDING PLATFORMS TO CONTROLLED FILL
pf F | DRAWINGS. PLACED IN ACCORDANCE WITH AS3798 & AS2870.
2 | dfs 2. THE QUALITY OF FILL SHALL MEET THE REQUIREMENTS y
| OUTLINED IN THE SITE PREPARATION SPECIFICATIONS WHICH "2 1D Be COMOACRD LAYERS NOY DecsFONG Sodus 90
! & ARE INCORPORATED INTO THE NEIL MCKENZIE & ASSOCIATES MODIFIED MAXIMUM DRY DENSITY IN ACCORDANCE WITH
> || BUILOING PLATFORM DESIGN DRAWINGS AND SPECIFICATIONS FOR THIS 451289.
lye RL 74.86 7 DEVELOPMENT.
Loi 3, AT THE PRE-START MEETING THE CONTRACTOR SHALL
tds ADVISE THE EINGINEER OF THE PROPOSED SOURCE OF
; IMPORTED FILL T0 BE BROUGHT ONTO THE DEVELOPMENT EXISTING SERVICES
: | |s SITE AND PROVIDE ANY CERTIFICATION FROM THE EXISTING SERVICES MAY OR MAY NOT BE SHOWN ON THESE
| | SUPPLIER GEOTECHNICAL CONSULTANT. DRAWINGS. NO RESPONSIBILITY IS TAKEN BY THE ENGINEER OR THE
i |e PRINCIPAL FOR THIS INFORMATION. THE CONTRACTOR SHALL
7 | * PAE PROPOSED RAUL ROUTE TO BE TAKEN ay AY TRUCKS ASCERTAIN THE POSITION OF ALL UNDERGROUND SERVICES PRIOR
| ! TO EXCAVATION AND SHALL BE RESPONSIBLE FOR THE COST OF
1 |B DELIVERING FILL TO THE PROPOSED DEVELOPMENT SITE. REPAIRS TO DAMAGES CAUSED AS A RESULT OF THE WORKS.
) tid 5, TT IS THE PRINCIPAL CONTRACTOR'S RESPONSIBILITY 10
| iF ENSURE THAT NO FILL MATERIAL IS DEPOSITED ONTO THE
: : - ROADS USED BY DELIVERY TRUCKS. ANY MATERIAL
| DEPOSITED ONTO ROADWAYS SHALL BE CLEANED AS NOTE :
| KA rn / > NECESSARY TO AVOID CAUSING NUISANCE TO VEHICLE TS THE BULDER RESPONSBILITY TO CHECK
i | ls © )
= || ae’ | / 8 Y < or a= RATE. ARE CORRECT PRIOR TO COMMENCING ANY WORKS.
| / S LC ~  -*s J 6. ANY VEHICLE EXITING THE DEVELOPMENT SITE SHALL BE NO RESPONSIBILITY IS TAKEN FOR ERROR OR
| | © j ee fe ee ee a WASHED DOWN PRIOR 10 EXITING SITE TO ENSURE NO OMISSIONS ON THIS DRAWING. THIS DRAWING TO BE
~ 4 © S — MATERIAL IS DEPOSITED ONTO ROADWAYS. READ IN CONJUNCTION WITH THE ARCHITECTURAL
gs “ s eG Ss © DRAWINGS,
vi fi 7. FILL SHALL BE PLACED AS TO NOT CAUSE NUISANCE OR
B L BIO BASIN EXTERNAL WALL RETAINING WALLS BUILT AS PART C L PONDING TO ADJOINING PROPERTIES.
AS PER DETAILS ON SHEET C06.1 OF BUILDING STRUCTURE 8. FILLING WORKS WITHIN THE SITE SHALL ONLY TAKE PLACE
BETWEEN THE HOURS OF;-
7.00am - 6.00pm MONDAY 10 FRIDAY
7.00am — 12.00noon SATURDAY
ZS) EARTHWORKS PLAN (0 FLNG HORS IM SND
CUT AREA UNLESS OTHERWISE AUTHORISED BY LOCAL AUTHORITIES,
— — . — — - — PROPERTY BOUNDARY LINE EXISTING POWER POLE CUT VOLUME — 650 m> (APPROX.)
FILL VOLUME — 640m? (APPROX.)
T EXISTING TELSTRA LINE CD — EXISTING TELSTRA PIT
w————_ EXISTING WATER MAIN - EXISTING TREE TO RETAINED
» _ FILL AREA
‘dg —— —— ~~ ~ EXISTING CONTOUR LINE (0.25m INTERVALS)
2 goa | dL APPROVED SCALE 1125 JOB DESCRIPTION DRAWING TITLE
moan ba) NEIL McKENZIE & ASSOCIATES PTY. LTD. RAN q NOOSA YOUNGCARE FARTHWORKS PLAN
C go.2 | dl CONSULTING ENGINEERS CHECKED NN 32 VIEWLAND DRIVE
B 28.01.21 | dL VIE AIL RPEQ 2097, NPER 3 14/699a SANDGATE ROAD DESIGNED NM NOOSA HEADS
3 07.12.21 dl A 16.11.20 al THIS DRAWING REMAINS THE PROPERTY OF PHONE: (07) 3862 1 gee APPROVED Nu CLIENT DRAWING REVISION
No. REVISION DATE DWN No. REVISION DATE DWN NEIL McKENZIE & ASSOCIATES © Copyright FAX: . (07) 3862 1397 DATE OCT. 20 DELUCA DEVELOPMENT & CONSTRUCTION NUMBER Q?0-004-C05 NUMBER 3