06/0159 - Op Works - landscaping, Driveway and Stormwater [As Published] · 142006.159

GRAFTED DRAIN.
TRAFFCABLE GRATE

/ 10x10 MASTIC SEAL

FT2 MESH.
40 TCP COVER

FALL TC
OUTLET

15 KEY x 100 SEEP

 

 

 

b 3 BAR FIM
1 50 BTM COVER.
COAT CAST FACE OF £31

300 _ WITd BOND PREVENTATIVE

 

 

 

 

 

 

 

 

N12 @ 300. LAP 406
WITH SLAB MESH

\’2 LONGITUDINAL 3ARS AS SHOWN
-AP 900 WHERE REQUIRED

GRATED DRAIN DETAILS

JOINT TO CONTINUE
THROUGH KERB.

EDGE C* BUILDING, COLUMNS,

MANHO.ES, PITS, ETC

“72 FARRIC 4) TOP COVER,

REFER TO SEALAN” CETA

A.

DISCONTINUE FABRIC 40 FROM EDGE

FA2 FASSIC 40 TOP LOVER

R20 DOWE.5 @ 30° CRS BITUMEN COAT AND CA® ONE END.
HOT DIP GALVANIS:D or R4MSE~ EQUIVALENT,

APPROVED MASTIC SEAL ANT
a“

 

 

KEY JOINT

JOINT

JOINT DETAILS AT CORNERS

(NOT 70 SCA: E)

NOMINAL FACE
OF KERB

DOW CORNING &88

 

 

SILICON .OINT SEALANT —,

'

 

 

 

—_ g

‘ yo Bo
s
= =z
i S55
. NQz
~ EN R - wd =
ALOT TOIT { fin

fam

20 “OSROC EXPAN]:TE B TUMEN IMPREGNATED
FBREBOARD {BITLMEN CONTENT FULLY BOUND)

x
ase

‘4

M

a

 

 

 

 

 

 

[380 __S..v12 TRIMMER BAR (50 EDGE COVER:

LAP 30). PROVIDE 459 x 450 CORNER BARS

50 THICKENIN:
TOS! Ke

 

259 GALY PIPE x 75 ONG
CAP BITUMEN FLL.

OR EQUIVA_ENT

CARPARK SLAB DETAIL

INOT TC SCALE)
N32 CONCRETE

REFER TO SEAL ANT
DE" AIL ™

LIGHTLY TOOLED UN? 4, NTED.

ISOLATION JOINT

(NOT TO SCALE}

PAIkT FIRST CAST FACE W TH BTUMEN.
TOP 25mm OF CONCRETE TO REMAIN

BOLSTER CLT SLAB (3w © 30d), “IL JOINT
TQ ttm BEL IW SUSFACE WITH BOW CORNING
888 SILICCN JOIN” SEALANT

ROROIGRCPC RE RORO IO ERCP EORTC TACO ORO RI ROR RT ROR

 

2
a
~;

|
wn
ral

4

i

ee i
20mm JOHN EX _ BAR F°ITM
or KANEFILL 30 BTM & SICE COVER

$ wh

| _20 250
|. 300 300

 

EXPANSION JOINT - EJ

(NIT TC SCALE!

 

 

 

DISCONTINUE FABRIC

 

 

 

 

 

 

 

 

 

 

 

 

sg 55 _ pe EDGES DISCON”INUE F-A3RIC a “Famer tN 12 (T¥P} raeueD e06E
NA \\ {0mm F29M JONT \ 40mm FROM =ND, ~~. / "
we 3 / MN \ ae /
. \ |
CONSTRUCTION JONT. if _ _ Nt _ _ \ ; _ ~~ _
SS S= WI SRK SSS ie SG
R10 @ 400 at SN be & NSS
z ® NS
ATL KEES € 5 a a ee —-.__| - eo 4 SERRE S
‘00 = s — _ LL “4 4 \ ¥12 TR MMER BAR
t IPR % NN " SVE SSNS SSS 50 EDGE COVER)
. AP 300 PROW DE

BARRIER KERB - TYPE B

(NOT TO SCALE)

N32 CONCRETE

PAVEMENT JOINTS TO EX7END THROUGH <ERB WITH ADDITIONAL
TOGLED JOINTS AT MIDP3:NTS (3090 (RS MAX)

{NOT 7 SCALE)

 

mm

 

 

PS

 

JOINT SEALANT DETAIL

3 BAR FIM
50 BTM & SDE COVER

“ tor-n® BACKER RC)

woh
L 309 300
KEY JOINT - KJ

 

Y¥2 TRIMMER BARS (50 2DSE COVER)
LA 300, 2ROVIZE 450 x 450 CORNER
BARS.

CoT EVERY SECCND WIRE DIRECLY UNDER
AGINT AND DEPRESS FABRIC LOCALLY

CONTRACTION JOINT - TJ

{NOT TO SC 4.E)

N32 CONCRETE

ALTERNATIVELY: SAW CUT SLAB *\ LIEU CF BOLSTER CLF 3w x 30d
WITEN 24 HOURS OF CASTING SEAL AS ASOVE

 

 

 

CARPARKING & DRIVEWAY SLAB DETAILS

=

PROVIDE 10 DGES OF AL.
DRIVEWAY SLABS

SLAB EDGE THICKENING

(HOT TC SCALE)
N32 CONCRETE

450 x 450 CORNER BARS

 

 

 

 

 

 

 

 

 

— -_ j ABN 52610 666 3 ~ SCALIS: “90
PROPOSED UNIT DEVELOPMENT R| EN M AC PTY LTD ALY 19066638 DETAILS “DRAWN si ~ DATE DEL OE ~
HILTON TERRACE SUNSHINE COAST. c=ricr CONSULTING CIVIL & STRUCTURAL ENGINEERS — ——.
' Street Address: SUITE 4, FIRST FLOOR, SAINT CIRINO. es
NOOSAVILLE Fears MAD MOODS AS ALSRALA squccatanee memcun eae 25908 (2 | A
A {081705 [oRIGwNa. Issue _| for NC OLIVER PROPERTIES PTY LTD Telephon al ee ae 276-1 Sart ut Bi PETER RENEINER APEC 2088) os umaeR Dw No. | ISSUE
No | CATE AMENDMENT ,/ i$SUE RC.ECT NAME ; om ; Gao4 aoe, a8 ¥ak: renracfipowespcon.a, | SHOWN ON ?HIS DRAWING [Do NO” SCA_E OFF DRAWINGS | AL SHE:T 2 oF 2 CHECKED: