Crocker & Associates Engineering Drawings

Lot.31
931m2


         Lot.32
         854m2




                  0   1   2   3   4   5   10m   15m   20m


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Sar>

374
P93N15
No.27

   
   
 
  
 
 
 

 

Re ocaTED /
I TRATION 7
4

‘SEWER
LANDSCAPING / can

   

TESTING.

DRIVEWAY
>10.RS-049
8 -RS-050

SW
INFILTRATION Ss
PIT. /

 

Ne.323

7 Hilt CONCRETE SLAB ~ ~
SL72-MESHAD)_ ~~

125. SUB-BASE_ GRAVEL
SUBJECT TO SUBGRADE

WATER. CONNECTION
T. 32,

Suis

    

  
 

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SAWCUT _BITUMEN
MATCH 10 EXISTING

§
g

Currawong

STORMWATER INFILTRATION PIT
SILTY SAND SUBGRADE.
12.5m2 ATLANTIS MATRIX 3.5m x 3.5m
SINGLE TANK MODULE tm DEEP
GEOFABRIC LINED PIT
INFILTRATION & DETENTION
= 12,500 LITRE CAPACITY
SHEET OVEFLOW TO LANDSCAPING

 

| CERTIFY THAT THE DETAILS SHOWN ON THIS
DRAWING HAVE BEEN PREPARED UNDER MY
SUPERVISION TO CONFORM WITH UNITYWATER
& SCC POLICY & CURRENT BEST PRACTICE.

 

‘SIGNED:

DATED: OCTOBER 2021

ZX Epo hen

 

NAME OF SIGNATORY (PRINT):

KEN CROCKER

 

 

 

 

 

 

 

1:8 4:40 1:2

1:6

R.P.E.Q. No. 638
125thk CONCRETE SLAB
SL72_MESH (1)
125 SUB-BASE_ GRAVEL
SUBJECT TO SUBGRADE
TESTING.
>
| S
3 5
S 3
EXISTING SLOPE 1:5.
6.2m °° EXISTING GROUND SURFAC
Me pe
‘15m | 15m psp 268m 435m |

 

1k

DRIVEWAY IN ACCORDANCE WITH RS-050 IPWEA STD DWG.

PROPOSED DRIVEWAY LOT.32

SCALE: 1:20 A3

 

DESIGNED K.N.C.

ASSOCIATED CONSULTANTS

 

 

 

 

 

 

OCT.21 | AMENDMENTS

E
D DRAWN ACW.
Cc DATE SEPT. 2021
B |MAR.22| AMENDMENTS APP’D

A

 

 

 

 

 

INDEX) DATE

REVISION

 

 

CROCKER & ASS

OCIATES PTY LID

CONSULTING CIVIL &
STRUCTURAL ENGINEERS

 

36 MAUD STREET,
MAROOCHYDORE.

PH.(07)54432988

FAX.(07)54435157

 

PROPOSED SITE PLAN

PROPOSED RECONFIGURATION

29 CURRAWONG CRESCENT
LOT. 373 P93115 PEREGIAN BEACH

for S. & K. DUNCAN

SCALE AS SHOWN

 

SHEET 2 OF 6 SHEETS

 

DWG. No.

 

 

21/8698-2

 

 

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