Crocker & Associates Engineering Drawings

                        Lot.31
                        931m2




0   1   2   3   4   5            10m


[OCR of page images]
 

  

   

  
   

   
  

  
 

REPLACE PAVERS WITH
125thk_ CONCRETE SLAB
NON SLIP SL72_MESH(T)
125 SUB-BASE_ GRAVEL
SUBJECT TO SUBGRADE
TESTING.

Boundary

EXISTING SLOPE 10.6%

 

| EXISTING SLOPE 23.2%

 

10m

Currawong
Cres

   

6.5m

 

ae

 

GARAGE
FL, JO275

 

 

 

 
 
  
   

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SS DATUM. 220m... | |
_—— | 15m | 15m bsp 3.0m | 6.0m 3.92m
~LONS Sb, SAWCUT BITUMEN 12.5% ' 25% 18.18% 24.4% 3.8%
¥ OS SOSSS MATH TO ENSTING 440 1:20 1:55 1k 1:26
% o SS
: : 25 DRIVEWAY IN ACCORDANCE WITH RS-050 IPWEA STD DWG.
\ CONERETE = DRIVEWAY LONG SECTION LOT.31
ae \ DRIVEWAY SCALE: 1: 100 A3
a TO RS-049
TN ~&_RS-050
tin
“S35 DRIVEWAY LOT.31. +
° i i i ay ; SCALE: 1: 100 A3 ‘er .
DESIGNED KN. | ASSOCIATED CONSULTANTS PROPOSED DRIVEWAY 10 LOT.3I SCALE AS SHOWN
DRAWN ACW. CROCKER & ASSOGATES PTY’ LID PROPOSED RECONFIGURATION SHEET 3 OF 6 SHEETS
CONSULTING CIVIL &
= MAR, 2022 STRUCTURAL ENGINEERS 29 CURRAWONG CRESCENT DWG. No.
36 MAUD. STREET, LOT. 373 P93115 PEREGIAN BEACH 71/8698-3
DATE REVISION PH.(07)54432988 —-FAX.(07)54435157| for S. & K, DUNCAN