C23-035 - Emerald Street (2) - Civil Plans [RFI Response]

 

REINFORCED CONCRETE NOTES

1, ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH
A.S. 3600 CURRENT EDITION WITH AMENDMENTS.

2. THE CLASS OF CONCRETE SHALL BE N25.

3. WHEN ORDERING OR PROPORTIONING CONCRETE THE CONTRACTOR SHALL
CHECK WITH THE SUPERVISING OFFICER TO ENSURE THAT THE CONCRETE
COMPLIES WITH THE ABOVE STRENGTH REQUIREMENTS.

 

PLAIN GALV. MS DOWELS (NOT
DEFORMED) R16, 300 LONG @
300crs. PLACED CENTRALLY

CLOSED-CELL POLYETHYLENE FOAM
WITH 10 x 10 POLYSULPHIDE
SEALANT,

CONCRETE PAVEMENT REFER
ARCHITECTS PLANS FOR FINISH
1 LAYER OF SL82 20 0.D. GREASED
FABRIC 50 COVER | PVC SLEEVE WITH

 

 

 

 

   

 

 

 

 

 

   
  
    
 

 

 

 

 

 

 

 

 

 

 

 

STORMWATER

 

 

 

 

 

20mm ‘ABLEFLEX' OR SIMILAR

2-N12 RE-ENTRANT BARS,
2.0m LONG (TYP. U.N.O}

STORMWATER
SO DISCHARGE PIT

   

WITH APPROVED
WATERPROOF SEALANT

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

FIELD INLET
PIT
4. MAXIMUM SIZE OF COARSE AGGREGATE SHALL BE 20mm U.N.O. END CAP
5 THE CONCRETE SHALL HAVE A SLUMP OF 75mm WHEN BEING PLACED. i z
6. MINIMUM TOP COVER TO REINFORCEMENT SHALL BE 50mm U.N.O. — f——— ss _|
7. COVER TO REINFORCEMENT SHALL BE OBTAINED BY THE USE OF WIRE = = . RN ateeh oeTALs
OR PLASTIC BAR CHAIRS FOR BOTTOM REINFORCEMENT. ALL CHAIRS TO yoo, : > TRIMMER BAR ere cE WHERE
BE SPACED AT 750 CRS. MAX. at | pRoviDE Ni2 DIAMETER
8. THE CONCRETE SHALL BE COMPACTED USING HIGH FREQUENCY s PLASTIC SHEET
VIBRATORS.
9. ALL NUMBERS INDICATING TYPES OF HARD DRAWN STEEL WIRE FABRIC |
Tots SHALL 8 ze [TYPICAL PIT TRIMMER BAR|
10. JOINTS SHALL BE INSTALLED AT THE LOCATIONS SHOWN UNLESS COMPA TED To ose oP waco TYPICAL PIT TRIMMER BAR
AMENDMENTS ARE APPROVED ON SITE BY THE SUPERVISING ENGINEER. an . 600 NTS.
COMP. I | ;
11, THE SUBGRADE SHALL BE KEPT CONTINUOUSLY WET DURING THE
PLACEMENT OF CONCRETE. THE EXPOSED SURFACE OF CONCRETE SHALL STORMWATER FIELD INLET PIT DETAIL
BE KEPT CONTINUOUSLY MOIST FOR A PERIOD OF 7 DAYS AFTER EXPANSION JOINT (E.J.)
PLACEMENT. ‘20
12, THE CONTRACTOR IS TO FINISH ALL CONCRETE DRIVEWAYS & SLABS 0
EVENLY WITH A NON SLIP SKID RESISTANT & LIGHTLY PATTERNED
BROOM FINISH OR AS APPROVED BY COUNCIL
13, STEEL REINFORCEMENT SHALL COMPLY WITH A.S. 4671. ALL STEEL
SHALL BE D500 DUCTILITY CLASS N
16. CURING METHOD OF CONCRETE TO BE PROVIDED TO THE ENGINEER BY DLNI2 RE-ENTRANT BARS
CONTRACTOR FOR SUITABILITY. 1, 'SOFF CUT’ SAWN JOINT 3mm WIDE x “2.0m LONG (TYP, UNN.O)
0.4 'H’ WITHIN 8 HOURS OF POURING. | 4 APPROVED WATERPROOF
COMPACTION NOTES 2. CLEAN OUT JOINT & STORMWATER SEALANT (TYP. U.N.O)
INSTALL APPROVED SLAB AND RE-ENFORCEMENT, DISCHARGE PIT
1. AREAS REQUIRING FILLING TO BE COMPACTED IN LAYERS OF 150mm TO FLEXIBLE SEALANT AFTER SPLICE LENGTH ‘AS DETAILED ELSEWHERE
200mm DEPTH WITH MINIMUM CBR 15+ IMPORTED SELECT FILL 28 DAYS
2. COMPACTION TO BUILDING AREAS TO BE 98% STANDARD 25 MIN. \ Z
3. TO PLATFORM - LESS THAN 300mm BELOW PAVEMENT 98% STANDARD TT . +
- GREATER THAN 300mm BELOW PAVEMENT 95% FABRIC
TT PILLING TO BE CARRIED OUT IN ACCORDANCE WITH ALL RELEVANT Sm 20mm "ABLEFLEX’ OR SIMILAR
AND CURRENT AUSTRALIAN STANDARDS LOCAL DEPRESS MESH (comm MAYBE RED FOR HIGHLY
5. SITE TO BE STRIPPED OF ALL TOP SOIL PRIOR TO FILLING OF SITE AND AROUND SAW JOT CUT MINIMUM LAP SPLICE f
ALL AREAS PROOF ROLLED. EVERY 2ND BAR ACROSS FOR WELDED WIRE FABRIC FoR DETAILS)
6. ALL SOFT SPOTS ARE TO BE REMOVED AND BACK FILLED WITH APPROVED SAW JOINT AWN JOINT (S.J.) +0)
BACK FILL & COMPACTED
+20
TYP. SWD FIELD INLET PIT SECTION
180
150mm (min) THICK CONCRETE N25 REINFORCED
WITH SL82 MESH, SOmm TOP COVER
REE < PROVIDE PLASTIC SHEET Nid CRANK BARS— sn t0P
XS YAALS SS 100mm SUB BASE MATERIAL OF CBR4S © 200 CRS. \ Somm COVER
SS
SOON PROOF ROLL SUBGRADE TO IDENTIFY
KEKE ANY SOFT SPOTS 2
NOONAN a" a
2 700 LAP
INTERNAL CONCRETE ROAD PAVEMENT one 00 |
NOT TO SCALE
THIS SUBGRADE MUST BE TESTED FOR CBR VALUE BY
CONTRACTOR & SUBMITTED TO ENGINEER FOR CONCRETE
PAVEMENT THICKNESS DESIGN CONFIRMATION EDGE THICKENING 1- (ET)
120
° 400 800 +200mm
|
SCALE 120 @ At
° 200 400 600mm
—_—— ee
SCALE 1:10 @ At
[fr I P:(07) 2849 8388 ISSUE | DESCRIPTION DATE | DRAWN | AUTH. | ISSUE STAMP NORTH CITY COUNCIL APPROVAL NUMBER: CLIENT: PROJECT TITLE: OR DATE: | DESIGN CHECK: DATE:
A _| PRELIMINARY ISSUE 28.10.2022] DR | CMT CMT
M:PO BOX 79,
CAPALABA QLD 4157 B__| ISSUE FOR APPROVAL 08.12.2024 DR | CMT ISSUE FOR APPROVAL QUEENSLAND PROPERTY PROPOSED COMMERCIAL DEVELOPMENT AT 2 EMERALD DRAWN: DATE: | DWG CHECK: DATE:
$2112 96 MOUNT GRAVATT |G _| COUNCIL RFIRESPONSE [12.01.2024 DR | CMT NOT FOR CONSTRUCTION WITHOUT COUNCIL APPROVAL DEVELOPMENTS STREET, COOROY DR cP
‘APALABA RO, UPPER MOUNT
GRAVATT QLD 4122 "AUTHORISED FOR ISSUE ORIG. SIZE
' E [email protected] SURVEY INFORMATION SURVEYOR FILE NAME SCALE BAR DRAWING TITLE:
engineers Pus 67 inna rssocues [stars M
PAVEMENT JOINTING DETAILS CHING MENG TAN RPEQ Not 1311
“THis DRAWING IS  AND IS NOT TO BE REPRODUCED IN ANY FORM AS A WHOLE OR IN PART
TOUT EXPRESS WRITTEN PERMISSION FROM CMT ENGINEERS, THE EXISING SERVICES NFORWATION ee ener Ca PROJECT NUMBER/ SHEET ISSUE
SHOWIN HAS NOT BEEN CONFIRMED ON SIE AND T ISTHE CONTRACTORS RESPONSIBLITY TO LOCATE ANY
SERVCES EWA PON TO"HE STAT OF CDTRICTON  NDOLET A €23-035 C104 Cc