Approved Plans OPW21/0315

APPROVED PLAN
  OPW21/0315
NOOSA COUNCIL
 01 MARCH 2022


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DRAWING SIZE - AT

HEIGHT DATUM

INDICATES AREA OF CUT

     
  

SATURATE GROUND ADLACENT EXCAVATION
FOR A NUM OF 24 HOURS PRIOR TO

 

 

 

  
 
  

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APPROVED PLAN
OPW21/0315
NOOSA COUNCIL
01 MARCH 2022

 

 

 

 

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KEY

DL SIPT EASTING STORUWATER PIT
CHW RENFORCED CONCRETE HEADWALL
DX SUH BUSTING SEVER MANHOLE

DL SCP BASTING SENER CONNECTON PONT
OB BASTING EDGE OF BITUMEN

KC EASTING KERB & CHANNEL

NSL NATURAL SURFACE LEVEL

FHL RE HYDRANT
1PELSRAPIT

EP ELECTRICAL PULER

ERD EASING KERBING

PP BASTING PONER POLE

CONSTRUCTION NOTES
GENERAL

100A oa HO TH oa
2. ALL DMENSONS W WLLME

5 Sine ou DMEM AE To BE OBTANED FROM THE
[ARCHTECTURAL DRAMNGS.

4 ANY DISCREPANCES BETAEEN THESE DRANNG AND THE
AARCATECTURAL DRAWNGS ARE 10 BE REFERRED TO THE
ENGNEER NMEDATELY

5, HE, MURR RESFOSELE FR Lac AL EHSTNG
‘SERVES WITHIN AND ADMCENT THE ALLOTUENT AND SA
IRE TAT AL Ne OS AEM AGODA WI
THE ATTACHED CATCAL DEPTH LNE AGRA.

LUNG NOTES:
THE SITE 1S TO BE SURAPED CLEAR OF ALL ORGANS
MATERIAL AND DEBRS.

~ THE SUBGRADE ISTO BE ROLLED WH A VERATNG STEEL
DRUM ROLLER TO ACHIEVE A MMMM RELATIE FELD DENSITY
OF 88% COPIES OF COMPACTON TEST RESULTS SHAL. BE
PRESENTED TO SOG CONSULTNG ENGNEERS FOR APPROVAL

= ANN FL MATERIAL TO BE CLEAN GRANULAR WATERAL (LE
SIND TO A CLAYEY SAND Ni ACCORDANCE WH ASI725 OR
MATERIAL BORROWED FROW STE AND ISTO BE FREE OF ANY
(ORGANIC MATERIAL AND HAVE A CLAY CONTENT OF LESS THAN
12 (PLASTCTY WOEX LESS THAN 25%, LNEAR SHRINKAGE OF
188). THE PROPOSED WATERL IS TD BE INSPECTED BY S06
(CONSULTING ENGNEERS PRIOR 70 TS REMOVAL TO ENSURE TS
cOPATBLIY

= THE FILLS 10 BE PLACED AND COMPACTED
ACCOROANGE WH AS3798-1996 70 A LEVEL SUFFCENT TO
AGHEVE A LEVEL 2 CERTEICATIN WITH A MMW RELATE
FELD DENSITY OF 100% UNDER PAVEVENTS & 98% UNDER
ULONE. COPIES OF COMPACTIN TEST RESULT SHALL BE
PRESENTED TO SOS CONSULTING ENGNEERS FOR APPROVAL.

= FLUNG AND COMPACTING ADJACENT EXESTNG STRUCTURES
1S 70 BE IN STRICT ACOORDANCE WTH THE ASSOCATED|
DETALS AND SPECFICATINS.

= AREAS WHERE ENISTING STRUCTURES O8 TREES ARE
REMOVED SHALL SE BACKALLED NTH THE APPROVED PLL
MATERIAL COMPACTED IN ACCORDANCE WTH ASZB70-1996 10
AGHEVE A MNMLA RELATE FELD DENSITY OF 96%.

= ANT LOOSE OR SOFT MATERIAL UNCOVERED WN THE STE
PREPARATIN SHALL BE REMOVED AND REPLACED WH THE
APPROVED FLL WATERAL COMPACTED IN ACOORDANCE WT
52870-1996 _TO ACHEVE A MNMUM RELATE FELD
DENSTY OF 98%.

~ STE DRANAGE AND SIT PROTECTION MEASURES MUST BE
ISTALLD PRIOR TO CONSTRUCTION COMMENCN.

 

 

 

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“EARTHWORKS & PILING
DETAILS

 

Lots 16 N 10576, #33
Wyuna Street, NOOSAVILLE

 

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