19544 Rienmac (23Mar20) Civil

EXPANSION JOINTS TO BE SEALED WITH A LOW
MODULUS SELF PRIMING SEALANT TO THE
MANUFACTURERS SPECIFICATIONS. THE COLOUR OF THE
SEALANT IS TO MATCH THE ADJOINING SURFACE

R20 DOWELS @300 CRS BITUMEN COAT AND CAP ONE END.

20 FOSROC EXPANDITE BITUMEN HOT DIP GALVANISED.

IMPREGNATED FIBREBOARD (BITUMEN
CONTENT FULLY BOUND) or EQUIVALENT.

INSTALL 400 STAINLESS DOWELS (or GALVANISED REFER
RELEVANT COUNCIL FOR APPROVAL) @600 CRS.
DOWELLS 12 IN SLAB THICKNESS 100

F82 FABRIC 40 TOP COVER.

BARRIER/SEMI-MOUNTABLE KERB AND ) APPROVED MASTIC SEALANT.

 

         

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

CHANNEL, FINISHES. 016 IN SLAB THICKNESS 125 EDGE OF BUILDING, COLUMNS, ]
MANHOLES, PITS, ETC.
= DOWELLED or PROPRIETARY JOINT GREASED DOWEL” Wit NHOLES, PITS, ETC i, — sf — wie — —— ——
= SYSTEM, =
= EXPANSION CAP. REFER TO SEALANT DETAIL. (lS 2
ere F12 MESH CENTRAL. DISCONTINUE FABRIC 40 FROM EDGE. Xs 7 2 2 2 2. y
———— —— RGR RRO RT ROR RRR RRR RR
DES. FIRST POUR SHIMON secono Pour S 5 7 _| 20mm JOINTEX or KANEFILL. A ,
fomm COMPRESSIBLE FULLER) % 3 BAR FIITM,
DRIVEWAY DETAILS AND
voxsie - NOTES. TAKEN FROM COUNCIL MATERIAL FOR FULL DEPTH. 10 cay PPE x 15 LONG CAP 080 50 BOTTOM & SIDE COVER.
2 RESIDENTIAL DRIVEWAY . I BITUMEN FILL.
oo mae 3] stent ay DOWELLED EXPANSION JOINT 2! SS
CONSTRUCTION JOINT. 22
es wo SAY
(DEJ) zo Wi2 TRIMMER BAR (50 EDGE COVER).
“ E = LAP 300. PROVIDE 450 x 450 CORNER BARS, EX Dp A N 5 | ON JOINT
- z=
a7 ele F72 MIN FABRIC. ISOL A T | ON JO IN T (NOT TO SCALE)
as|
MOUNTABLE KERB AND = son =
CHANNEL. = 1 a ( 3 (NOT TO SCALE) REFER 10 SEALANT PAINT FIRST CAST FACE WITH BITUMEN.
3 “4 H. TOP 25mm OF CONCRETE TO REMAIN
ALTERNATIVE PROFILE. _ : kd UNPAINTED.

   
  

SAND BED.

DRIVEWAY CROSSING PLAN

DRIVEWAY NOTES:

BARRIER, SEMI-MOUNTABLE,
MOUNTABLE KERB &
CHANNEL OR INVERT
CROSSING.

SAW CUT AND BREAKOUT BACK F82 FABRIC 40 TOP COVER.

 

 

DETAIL.
DISCONTINUE FABRIC
40mm FROM nh

 

OF KERB AND CHANNEL.
FOR CURVED DRIVEWAYS, MAXIMUM GRADES APPLY 10 INSIDE EDGE OF CURVE.
EXISTING FOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL.

r \
IWEWAY CROSSING

3. CROSSINGS ARE NOT DESIGNED FOR COMMERCIAL VEHICLES. DR V W ° , ,
4

CONCRETE DRIVEWAY CROSSOVER TO BE 125mm THICK EXCLUDING ANY FINISH <—

DETAIL

ALL DETAILS TO BE IN ACCORDANCE WITH COUNCIL REQUIREMENTS. TOOOOWOOSOo—

CARPARK SLAB DETAIL

 

 

150

 

 

  

 

 

 

TREATMENTS. eg. STAMPED CONCRETE FINISH.

CONCRETE SURFACE TOLERANCE 10 BE 0-Smm, OVER 3 METRE SECTIONS.
CONCRETE N25 IN ACCORDANCE WITH AS1379 AND AS3600.

REINFORCEMENT FABRIC TO AS1304, 50 TOP AND EDGE COVER, LAP FABRIC 250.
APPROVED MATERIALS FOR CONSTRUCTION:- CONCRETE or ASPHALT.

EXPANSION JOINTS TO BE 10mm WIDE, FULL DEPTH CLOSED CELL CROSS LINKED
POLYETHYLENE FOAM (85-150kg/m3) OR COMPRESSED GRANULATED CORKBOARD,
INSTALLATION TO MANUFACTURERS INSTRUCTIONS.

10. ALL DIMENSIONS IN MILLIMETERS,

11. ONE ACCESS POINT TO BE CONSTRUCTED TO EACH LOT AS PER STANDARD

 

N12 TRIMMER BARS (50 EDGE COVER).

LAP 300. PROVIDE 450 x 450 CORNER
BARS.

KEY JOINT (KJ)

DRI

3 BAR FIITM.
50 BTM & SIDE COVER.

 

 

 

 

TO BE READ IN CONJUNCTION WITH ARCHITECTS DRAWINGS. CONFIRM ALL LEVELS

AND MEASUREMENTS ON SITE BEFORE PROCEEDING.

 

DRAWING.
2. ALL SERVICES NEED 10 BE LOCATED PRIOR TO EXCAVATION.

 

 

 

(NOT TO SCALE)
N32 CONCRETE

(NOT TO SCALE)

N32 CONCRETE
NOTE: PREFORMED KEY JOINTS NOT TO BE USED.

1 LAYER F72 MESH
BOLSTER CUT SLAB (3Wx30D). 30 TOP COVER.

\ /

#4

VIS \ ONY

CUT EVERY 2nd WIRE DIRECTLY UNDER
JOINT & DEPRESS FABRIC LOCALLY.

TOOLED JOINT (TJ)

ALTERNATIVELY: SAW CUT SLAB 3Wx30D
WITHIN 24 HOURS OF CASTING.

APPROVED PREFORMED
METAL KEY JOINT.

10mm CORKJOINT or

SIMILAR.
BOLSTER CUT SLAB (3w x 30d), FILL JOINT

TO tmm BELOW SURFACE WITH DOW CORNING
888 SILICON JOINT SEALANT.

  

 

1

 

r

DISCONTINUE FABRIC TOOLED

L
SON WNYDy,
40mm FROM END.

EXPANSION JOINT (EJ)

100 SLAB ON GROUND TO PATH. 1 LAYER F72 MESH 30
TOP COVER, 50 SIDE AND END COVER. PROVIDE:

- TOOLED JOINTS (TJ) AT 2m CRS MAX.

- KEYED JOINTS AT 6m CRS MAX.

- EXPANSION JOINTS AT 16m CRS MAX.

SY DQDYQ.. EDGE.

KEYED JOINT (KJ) =
| \ .
F 0 0 I P A I H S L A B D E I A | L S LIGHTLY TOOLED TIT :

(TO BE FOUNDED ON MATERIAL OF MIN SAFE BEARING CAPACITY 100kPa,) JOINT EDGES.

   

 

      

N12 TRIMMER BAR
(50 EDGE COVER).
LAP 300. PROVIDE

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

i DOW CORNING 888 CUT EVERY SECOND WIRE DIRECTLY UNDER
‘ GRATED DRAN. <—<ERB SILICON JOINT SEALANT. JOINT AND DEPRESS FABRIC LOCALLY, 450 x 450 CORNER BARS.
5 TRAFFICABLE GRATE.
be JONT TO CONTI —, CONTRACTION JOINT SLAB EDGE THICKENING
3 40 TOP COVER.
: FALL 10 oujler, THROUGH KERB. (NOT 10 SCALE) (NOT TO SCALE)
a ae —|— N32. CONCRETE N32 CONCRETE
i Sly > | ° re & ALTERNATIVELY: SAW CUT SLAB IN LIEU OF BOLSTER
: Ne 4 COS ” CUT 3w x 30d WITHIN 24 HOURS OF CASTING SEAL AS
RS ABOVE.
2 a |7* s——2——# CONFIRM SIZE OF GRATED DRAIN WITH < t6mm@ BACKER ROD
in HYDRAULIC ENGINEER AND ARCHITECTS KEY JOINT 7 a .
i 200 300 200 DRAWINGS. , 2mm
i N12@300. LAP 400 WITH SLAB MESH. JO T DE ] A LS JINIC
N12 LONGITUDINAL BARS AS SHOWN. LAP 500 | | J | [ BUILDING

 

WHERE REQUIRED,

GRATED DRAIN DETIALS

TIS THE BUILDERS RESPONSIBILITY TO CONFIRM ALL LEVELS, SETOUT AND DIMENSIONS ON SITE BEFORE COMMENCING ANY WORK. REFER ANY DISCREPANCIES TO ENGINEER IMMEDIATELY.

APPROVAL

- NOT FOR CONSTRUCTION -

 

AT CORNERS

(NOT TO SCALE)

 

 

DETAILS

(NOT TO SCALE)

 

 

 

PETER RIENECKER - RPEQ 2088

 

 

 

 

 

 

 

 

 

 

 

 

 

 

CLIENT S= RI EN MAC ABN. 52 010 666 430 | DRAWING TITLE: [Engineer: PLR| SCALES: 4:20

RICHARD & JODIE THOMAS PTY LTD ACN, 010 666 430 | DETAILS Draft: AW|DesignAW/PLR|DATE: 1h JAN 20

PROJECT: CONSULTING CIVIL & STRUCTURAL ENGINEERS

SUNSHINE COAST OFFICE:

PROPOSED DUPLEX DEVELOPMENT SUITE 5, FIRST FLOOR, SAINT CIRINO, 137 BRISBANE ROAD, (PO BOX 149) NOOSA SHIRE COUNCIL 1954.4 (6 A
A | 24 JAN 20 | BA ISSUE (AW) “WE A MOOLOOLABA QLD 4557 LOT 114 ON RP132135, PARISH OF WEYBA, COUNTY OF MARCH.
P1_| 17 JAN 20_| PRELIMINARY ISSUE 9 VENTUR STREET, = Phone:- (07) 5349 0762 REAL PROPERTY DESCRIPTION & COUNCIL: JOB NUMBER DWG No. | ISSUE
No DATE AMENDMENT / ISSUE SUNRISE BEACH QLD L456] — E:- [email protected] W:- www.rienmac.net Ths aying Woo To be coped or onended witout wilenpernesin From Rinne Contig CORA NOT SCALE OFF DRAWINGS. [A2 SHEET 6 OF 6 CHECKED: PLR