ADAMS+SPARKES Operational Works Application (Eenie Creek Rd) 160206

 

CONSTRUCTION NOTES:

GENERAL NOTES

G.1. THESE DRAWINGS ARE TO BE READ IN
CONJUNCTION WITH THE ARCHITECTS AND
OTHER CONSULTANTS DRAWINGS AND
SPECIFICATIONS. ANY DISCREPANCY TO BE
REFERRED TO THE ENGINEER IN WRITING.

G.2, ALL DIMENSIONS ARE TO BE CHECKED ON
SITE AND VERIFIED BY THE CONTRACTOR
BEFORE WORK COMMENCES.

G.3. DIMENSIONS SHALL NOT BE OBTAINED BY
SCALING THE STRUCTURAL DRAWINGS.

COMPACTED FILLING

CF.1. ALL COMPACTED FILL SHALL BE MATERIAL
OF MINIMUM CBR 15%. THE MAXIMUM
PERCENTAGE (BY MASS) OF MATERIAL PASSING
THE 0.425mm SIEVE SHALL BE 22%, THE
MAXIMUM LIQUID LIMIT OF THE FINES
COMPONENT OF THE MATERIAL SHALL BE 28%
AND THE MAXIMUM PLASTICITY INDEX SHALL BE
6%. THE GRADING CURVE OF THE MATERIAL
SHALL BE SMOOTH WITH 100% OF MATERIAL
PASSING THE 19mm SIEVE. ALL COMPACTED
FILL SHALL BE COMPACTED AT OPTIMUM
MOISTURE CONTENT TO 100% COMPACTION TO.
AS1289 - E1.1. ALL FILL SHALL BE PLACED IN
COMPACTED LAYERS OF NO MORE THAN 150mm
THICK. THE CONTRACTOR IS TO CARRY OUT
ONE COMPACTION TEST PER EVERY 500sq.m,
FOR EVERY SECOND LAYER OF FILL.

CF.2. REMOVE ALL EXISTING FILL FROM THE
SITE. COMPACT THE TOP 300mm OF THE
NATURAL GROUND UNDER THE BUILDING TO A
DISTANCE OF 1.5m BEYOND THE EXTERNAL
PERIMETER OF THE BUILDING TO 100%
MODIFIED COMPACTION. THE COMPACTED FILL
(AS PER CF.1.) SHALL BE COMPACTED IN
LAYERS TO 95% STANDARD COMPACTION TO
WITHIN 300mm OF THE FINISHED GROUND
LEVEL. THE REMAINING 300mm OF FILL SHALL
BE COMPACTED IN TWO LAYERS TO 95%
STANDARD COMPACTION. COMPACT ALL FILL
TO A DISTANCE OF 1.5m BEYOND THE
EXTERNAL PERIMETER OF THE BUILDING.

EARTHWORKS NOTES:

1/ ALL EARTHWORKS SHALL BE IN ACCORDANCE WITH AS3798-1996.
2/ STRIP ALL VEGETATION & TOPSOIL & REMOVE FROM SITE.
3/ CONTROL TESTING OF EARTHWORKS SHALL BE UNDERTAKEN IN ACCORDANCE
WITH AS3798. GEOTECHNICAL CERTIFICATION TO BE TO LEVEL 2.
4/ ALL FILL MATERIAL SHALL BE PLACED AND COMPACTED TO THE FOLLOWING STANDARDS
(UNO.)
(1) COHESIVE MATERIAL
FILL SHALL ACHIEVE A MINIMUM DRY DENSITY RATIO (M.D.D.R.) OF 98% Std
SUBGRADE SHALL ACHIEVE 98% Std M.D.D.R.

(Il) NON COHESIVE MATERIAL
FILL SHALL ACHIEVE A MINIMUM DENSITY INDEX RATIO OF 80%.

5/ FIELD DENSITY TESTS SHALL BE UNDERTAKEN AT A FREQUENCY OF ONE TEST PER 200m3

DISTRIBUTED REASONABLY EVENLY THROUGHOUT FULL DEPTH AND AREA OR THREE TESTS PER
VISIT, WHICHEVER REQUIRES THE MOST TESTS. FIELD DENSITY TESTS OF EXCAVATED SOFT GROUND
SHALL BE UNDERTAKEN AT A FREQUENCY OF ONE TEST PER 100m3 DISTRIBUTED REASONABLY

EVENLY THOUGHOUT FULL DEPTH AND AREA.
6/ FIELD DENSITY TESTING OF TRENCH BACKFILL SHALL BE UNDERTAKEN AT A FREQUENCY
OF 1 TEST PER 2 LAYERS PER 20 LINEAR METRES.

STORMWATER DRAINAGE NOTES:

1/ REFER TO DRAW No. 213023 SHEETS OW1-OW5

CALCULATION TABLES.

2/ ALL PIPES ARE uPVC OR FRC CLASS AS NOTED.

3/ ALL STORMWATER MANHOLES TO BE STD 1050 DIA U.N.O. IPWEAQ DRAW No. SEQ D-010
4/ ALL STORMWATER PITS TO BE IPWEAQ TYPE 2 U.N.O.

CONCRETE CARPARK CONSTRUCTION NOTES:

1/ ALL CONCRETE TO CARPARK TO BE F'c = 32MPa

2/ SLUMP 50mm - 80mm

3/ MAX WATER/CEMENT RATIO = 0.6

4/ FINISH SURFACE OF CONCRETE WITH A LIGHT BROOM

5/ CONCRETE 150mm THICK REINFORCE WITH
No.1-LAYER SL82 FABRIC 50 MIN TOP COVER.

N16 TRIMMER BAR a
CURING NOTE:**IMPORTANT NOTE* fs ec
1/ THE CONTRACTOR IS TO APPLY ALIPHATIC ALCOHOL TO THE SURFACE OF THE SLAB TO PERIMETER & 3
IMMEADIATELY FOLLOWING SCREEDING & BULL FLOATING. THE ALIPHATIC ALCOHOL IS TO — =

BE RE-APPLIED IMMEADIATELY AFTER EACH SURFACE OPERATION. THE ALIPHATIC ALCOHOL

IS TO BE APPLIED STRICTLEY IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS.

2/ THE CONCRETE IS TO BE COVERED BY AN IMPERVIOUS SHEET AND WET CURED FOR A MINIMUM
OF SEVEN DAYS. THE CURING OPERATION IS TO COMMENCE ON THE SAME DAY THE CONCRETE

3/ SAW CUT JOINTS 45MM DEEP ARE TO BE INSTALLED WITH AND EARLY AGE CONCRETE SAW
AS SOON AS POSSIBLE AFTER THE SLAB HAS BEEN CAST AND WITHIN 1hr FOLLOWING THE

 

 

 

 

=

150mm THICK SLAB

SL82 MESH 50 TOP COVER

F'c=32MPa

 

MIN 50mm
SAND BED

  

SECTION

SCALE 1:20 (A3)

CONCRETE DETAILS

 
  

COMPACTED SUBGRADE

 

SCALE 1:20

10mm JOINTEX
OR EQUIVALENT. _

g| / -
©

" PIV:
N16 TRIMMER

ABUTTING PAVEMENT
OR OTHER STRUCTURE

 

 

 

 

 

 

 

 

MIN 50mm
SAND BED

 

 

ISOLATION JOINT (IJ)

SCALE 1:20

NOTE: ALL JOINTS TO BE SEALED
PRIOR TO BUILDING HANDOVER

"DANLEY" PLATE DOWEL CRADLES
6mm @ 600 CRS FOR 150mm SLAB

GALVANISED DOWELLS PROVIDE 45mm DEEP SAW CUT TO SLAB

WITH EARLY ENTRY SAW
WITHIN thr AFTER FINAL FLOAT FINISH

 

¢ Poe

| =

 

 

 

 

 

MIN 50mm INDUCED CRACK

SAND BED

 

SAWCUT JOINT (SJ)

SCALE 1:20

6mm x 110mm SQUARE HOT DIPPED GALVANISED
“DANLEY" DIAMOND DOWELS @600 CRS
INSTALLED IN ACCORDANCE WITH THE

APPROVED SEALANT MANUFACTURERS SPECIFICATIONS

 

 

=

 

 

 

 

 

 

MIN 50mm
SAND BED

 

 

CONSTRUCTION JOINT (Cu)

SCALE 1:20

 

 

oe T: (07) 5443 6585

i F: (07) 5479 1754

@ & jtcengineers.com.au

Q&@ [email protected]

MAROOCHYDORE BC
QLD 4558

PO BOX 5960

 

PROPOSED INDUSTRIAL BUILDING

APPROVED

216130

FIGURED DIMENSIONS TO TAKE PRECEDENCE

 

8 EENIE CREEK ROAD

 

OVER SCALED MEASUREMENTS, VERIFY ALL ON

 

SITE DIMENSIONS & LEVELS WITH THE SUPPORTING | JOHN TITMus SCALE: SHOWN

 

 

NOOSAVILLE, QLD

RP.E.Q. 4092 DATE:

DOCUMENTATION PRIOR TO THE COMMENCEMENT 17/10/2016

 

SIGNED

 

A {17/40/2016 | OP WORKS APPROVAL

OF ANY CONSTRUCTION. CONTRACTOR TO NOTIFY DRAWN: TS

 

 

 

 

 

 

JOB DESCRIPTION ISSUE} DATE EVENT

ENGINEER IMMEDIATELY OF ANY DISCREPANCIES.

 

 

 

 

SHEET: s7