Attachment 6 Crocker & Associates Operational Works Drawings

 

g 7
. “ \ |
5 ai STORMWATER INFILTRATION PIT
: \j SILTY SAND SUBGRADE.
< k { 12.5m2 ATLANTIS MATRIX 3.5m x 3.5m
IN| 8 me 77 SINGLE TANK MODULE 1m DEEP

8 8 GEOFABRIC LINED PIT
| / INFILTRATION & DETENTION
SRT R = 12,500 LITRE CAPACITY

6150 PVC OVERFLOW OUTLET TO STREET

   
  

3.781m “S075
181°32’30”

 

 

| CERTIFY THAT THE DETAILS SHOWN ON THIS
DRAWING HAVE BEEN PREPARED UNDER MY
SUPERVISION TO CONFORM WITH UNITYWATER

 

 

 

 

 

 

 

  
  

 
  

   
   
  
 

   
    
   
     
     
 
   

       
    

 

    
  
  

    

 

 

 

 

 
 
  
  
 

 

     

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

/ & SCC POLICY & CURRENT BEST PRACTICE.
een / SIGNED: Ze ao «hen
No.27 / / / DATED: OCTOBER 2021
, k INAME OF SIGNATORY (PRINT): KEN CROCKER
| f RP.E.Q. No. 638
/ X
S Set _ 207 x yet / i YP 29 x
WATER ere L 4
RN Bh : oS “
Ny, SS eS = mS Za - 25th, CONCRETE. SLAB
we a Moa oS ao 175. SUB BASE, GRAVEL
= SW / ~<205thk CONCRETE. SLAB“ SUBIET 10. SUBORADE
oS WELTRATION’ 7 SUT2-MESHAD) > » o . j
@ PIT 125 SUB-BASE GRAVEL Z >
~ . SUBJECT 10 SUBGRADE QS $ 8
we ~ Y CONToN TESTING N e@ 3
on LOT. 32 30 i}
oe ‘ See - i
Se 2 er PIT EXISTING SLOPE 1: 5
oN a le NS Seg th 6am > EXISTING GROUND SUREACE
aS bs . .
™.. e
oN : * fs |
Se TS TS bsp 268m 435m
DRIVEWAY JP. 1:8 01:40 1:20) 1:6 1:4
IOS a Hy SAWCUT_ BITUMEN DRIVEWAY IN ACCORDANCE WITH RS-050 IPWEA STD DWG.
me 22" PROPOSED DRIVEWAY LOT.32
FY SCALE: 1:20 A3
Qa
: : ALE: 1: 250 A3
aa ‘ - ie 012345 10m 15m 20m
oN = Lit ii | |
E DESIGNED K.N.C. ASSOCIATED CONSULTANTS CROCKER & ASSOCI ATES PTY LID PROPOSED SITE PLAN SCALE AS SHOWN
D DRAWN = ALC.W. CONSULTING CIVIL & PROPOSED RECONFIGURATION SHEET 2 OF 4 SHEETS
- = sea STRUCTURAL ENGINEERS 29 CURRAWONG CRESCENT DWG. No.
A [oct.21 | AMENDMENTS MAROOCHYDORE, LOT. 373 P93115 PEREGIAN BEACH 21/8698-2
INDEX| DATE REVISION PH.(07)54432988 FAX.(07)54435157] for S, & K. DUNCAN A