APPROVED Plan · OPW10/2167

DRAWING SIZE — A2

 

 

 

Date

 

 

Revision | Description

 

 

 

 

 

 

PARK CRES.
APPROVED

SUNSHINE COAST REGIONAL COUNCIL

PARK CRES.

 

 

   

S06 Consulting
the site preparation shall be
materiol compacted ia
a minimum relative field

‘approved
to ochieve
ond sit protection measures must be installed prior to

field density of 98%

‘specifications.

‘ing structures is to be in strict

fh
fo

be obtained. from the architectural

hove @ minimum bearing copocity of 100KPa,

from this draeng.
in millimetres.

Tr Colect Se Se Reto bn oped
= The fil material clean granular material (Le. sond to a clayey
accordance with AS1726) be free of ony organic materiol ond
content of fess thon 12% (Plasticity index less thon 25%, Linear
so a pies meat 8 bs bare

fo its removal to ensure its

i

Boas Puan

BN 20 15 5 10)
TER SOAKAGE

PHTS TO DETAR.

gee

 

 

|

ie
eas Gigs

~ STORMWATER DRAINA

: 200)

(Sede 1

OSED SILT & SEDIMENT CONTROL P

PLAN ~ P
: 200)

|
(Scale 1

iw i

eebey

LEGEND.

 

 

 

 

 

 

 

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OQ # 7
ae | O82 ra
g ag 8
i Wa a
ZS | 38]. 8
Se 2<\s| |*
zi". 8" le 2
lok | 2 2/03) 6
O1z \ w =| 8a
Elbe <3 /s|z2
2/36 +8|8\55| 2
S| Ses BB Ries 8
S| 282 4 Oo |ND
Bee 65 &
g RODE ES) 8 |
3 Ea Ea lele | 8

 

He

—--"~ INDICATES EXISTING SURFACE

49.00"

‘SLOTTED HORIZONTAL
(AGG LATERALS

PIPES EQUALLY SPACED.

&
z
2

 

J

 

CONTOUR AND LEVEL TO AHD.

 

 

 

 

 

 

 

INDICATES PROPOSED FINISHED SPOT
SURFACE LEVELS TO AHD.

a)

INDICATES DIRECTION OF FALL

IN FINISHED SURFACE

Fabby

TYPICAL SECTION ~ A-A

DETALS

SILT RETENTION FENCE TO DETAIL

at

 

150 THK. DRIVEWAY SLAB ON COMPACTED
MATERIAL, SL92 MESH, TOP 40 COVER,

(3)

FLEXIBLE JOINT AGAINST MASONRY/CONCRETE.