6. Attachment C - Engineering (incl Driveway detail)

FORM KEY IN EDGE OF 1st POURED SLAB, FORM KEY IN EDGE OF ‘st POURED SLAB.

 

 

 

 

BOLSTER CUT SLAB (3W x 30D), FILL JONT TO COAT FACE OF SLAB WITH BOND PREVENTATIVE (eo, COAT FACE OF SLAB WITH BOND PREVENTATIVE (eg. Ris GALV DOWELS x500 LONG AT 300mm
3mm BELOW SURFACE WITH FOSROC EXPANDITE HYDROSEAL, FORMOIL). 3: HYDROSEAL, FORMOIL). CRS GREASE AND CAP ONE END a
1 LAYER F72 MESH 40 THIOFLEX 6006. a 5 ) APPROVED PROPRIETORY ALTERNATIVE.
TOP COVER. >
5.0.6
— —<—_ = LT ——_

  
     

 

 

 

 

 

 

 

 

 

  

 

  

 

     

 

 

SS  SPSPSPS \ PSD 3 BAR FIITM
— ; CUT EVERY 2nd WIRE DIRECTLY UNDER JONT & 3 BAR FUT,
sor SuRGAOE ro aE covpaCED To 65% sTANDARD CUT EVERY, Zod Wie 2 baa 50 BTM COVER.

EDGE THICKENING (ET) TOOLED JOINT (TJ) KEYED JOINT (KJ) EXPANSION JOINT (EJ)

TYPICAL TO ALL EDGES OF DRIVEWAY SLAB. ALTERNATIVELY: SAW CUT SLAB 3W x 30D WITHIN 24 HOURS OF
DISCONTINUE MESH 40mm FROM END. CASTING SEAL AS ABOVE,

DRIVEWAY SLAB ON GROUND DETAILS

 

EXPANSION JOINTS TO BE SEALED WITH A LOW

MODULUS SELF PRIMING SEALANT TO THE INSTALL 400 STAINLESS DOWELS (or GALVANISED REFER
MANUFACTURERS SPECIFICATIONS. THE COLOUR OF THE RELEVANT COUNCIL FOR APPROVAL) @600 CRS.
- RBA SEALANT IS TO MATCH THE ADJOINING SURFACE DOWELLS 912 IN SLAB THICKNESS 100
EM MOUNTABLE KERB AND FINISHES. 916 IN SLAB THICKNESS 125

   

CHANNEL. ‘)

DOWELLED or PROPRIETARY JOINT

SYSTEM. GREASED DOWEL WITH

EXPANSION CAP.

FOOTPATH

   
  

F72. MESH CENTRAL.

 

 

FIRST POUR = (SS SND SECOND POUR
10mm COMPRESSIBLE. FILLER
DRIVEWAY DETAILS AND
NOTES TAKEN FROM COUNCIL MATERIAL FOR FULL DEPTH,

RESDENTAL DRVEWAY DOWELLED EXPANSION JOINT
(DEJ) RIENMAC eryirp

ABN, 52 010 666 430 ACA 010 666 430
CONSULTING CIVIL &
STRUCTURAL ENGINEERS

F712 MIN FABRIC. SUNSHINE COAST OFFICE:
SUITE 5, FIRST FLOOR, P.- (07) 5349 0762
SAINT CIRINO, Email;- info@rienmac,net

 

CONSTRUCTION JOINT.

 

NOMINAL
KERB LINE

— 137 BRISBANE ROAD, Web:- www.rienmac.net
a (PO BOX 149)
MOOLOOLABA OLD 4557

MOUNTABLE KERB AND
CHANNEL.

 

 

 

 

FOOTPATH

 

: L CLIENT:
ALTERNATIVE. PROFILE. —— ° , + GREEN EARTH HOMES
PROJECT;

D R | V E W A Y ( R 0 S S | N G : A - PROPOSED DUPLEX DEVELOPMENT

BARRIER, SEMI-MOUNTABLE, SAW CUT AND BREAKOUT BACK

MOUNTABLE KERB & OF KERB AND CHANNEL. 5 VENTURA STREET,
P| CHANNEL OR INVERT SUNRISE BEACH QLD 4567
DRIVEWAY NOTES: CROSSING.

REAL PROPERTY DESCRIPTION & COUNCIL:
R| A Y R | LOT {1 ON. RP{37135, PARISH OF WEYBA,
1. EXISTING FOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL, COUNTY OF MARCH.

  

 

 

 

 

 

2. CROSSINGS ARE NOT DESIGNED FOR COMMERCIAL VEHICLES, NOOSA SHIRE COUNCIL
3. CONCRETE DRIVEWAY CROSSOVER TO BE 125mm THICK EXCLUDING ANY FINISH DRAWING TITLE:
TREATMENTS. eg. STAMPED CONCRETE FINISH. DE T AIL DRIVEWAY DETAILS
4. CONCRETE SURFACE TOLERANCE TO BE 0-Smm, OVER 3 METRE SECTIONS. wee se
5. CONCRETE N25 IN ACCORDANCE WITH AS1379 AND AS3600. ALL DETAILS TO BE IN ACCORDANCE WITH COUNCIL REQUIREMENTS.
6. REINFORCEMENT FABRIC TO AS1304, 50 TOP AND EDGE COVER, LAP FABRIC 250. Designed: AW/PLR Drawn: AW
7. APPROVED MATERIALS FOR CONSTRUCTION:- CONCRETE or ASPHALT. TO BE READ IN CONJUNCTION WITH ARCHITECTS DRAWINGS. CONFIRM ALL LEVELS
8. EXPANSION JOINTS TO BE 10mm WIDE, FULL DEPTH CLOSED CELL CROSS LINKED AND MEASUREMENTS ON SITE BEFORE PROCEEDING, SCALES: 1:20
POLYETHYLENE FOAM (85-150kg/m3) OR COMPRESSED GRANULATED CORKBOARD, -
INSTALLATION TO MANUFACTURERS INSTRUCTIONS. Engineer: PLR|DATE: 31 OCT 19

 

9. ALL DIMENSIONS IN. MILLIMETERS,

10. ONE ACCESS POINT TO BE CONSTRUCTED TO EACH LOT AS PER STANDARD
DRAWING. 19544 S9 A
1. FOR CURVED DRIVEWAYS, MAXIMUM GRADES APPLY TO INSIDE EDGE OF CURVE. a ; /
12. ALL SERVICES NEED TO BE LOCATED PRIOR TO EXCAVATION. Ths craying ira lobe cone ov anand you JOB NUMBER | DWG No. ISSUE

eitten permission from Rienmac Consulting Engineers

PETER RIENECKER - RPEQ 2088 DO NOT SCALE OFF DRAWINGS. | A3 [SHEET 9 OF 4  |CHECKED: PLR