Attachment 6 Crocker & Associates Operational Works Drawings

Page 2

 

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

 

 

 

 

 

 

 

 

Page 3

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

~e 4
SIDE PROPERTY ™: I
BOUNDARY & 2
¥
9
5
APPROVED PLASTIC METER BOX 2 ¥ >
- 2
»
WValve Meter x
Ss >
Sf .
thet! alee — Sts g
RBC tt of> s
= Poly Pipe to extend|600mm min. outside Ss >
= Meter Box & sealed|with Duct Tape. Vv *
FLOW l
>
*So |

 

 

 

FOOTPATH PROPERTY.

WATER METER DETAIL PLAN VIEW

374
P9SN15
No.27

PROVIDE METER & STOP VALVE,
in Footpath FOR LOT. 31

EXISTING HOUSE (107.30) TO BE CONNECTED
TO SEWER SERVICE 52608598
“6 »s

  
 

Pop;

ae

PROVIDE ON20

-REF, SEQ-WAT-1108-3 PS iee™

Ja *

  
 
  
 
  
 
  
   
 
 

   
   

4
is

ze
1=

7 EXTEND EXISTING SEWER SERVICE a
552808599 FOR LOT.32 CONNECTION, =

Lot.32 8 ;
854m2 /
/
a
/ i

: LZ

EXISTING WATER CONNECTION /
& METER TO BE RECONNECTED
TO SERVICE LOKSBe 5, ~ /

oe

 
 
 
 
 
 
       
 

  

SO 719

3.781m
181 732/30"

 

 

| 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

XZ Eye c Ben

 

NAME OF SIGNATORY (PRINT):

KEN CROCKER

 

 

 

R.P.E.Q. No. 638

 

 

  

§
g

1D 9

~2y SCALE: 1: 250 A3

~ SANITARY DRAIN & WATER LAYOUT PLAN

EXISTING WATER.

PROPOSED SANITARY DRAINAGE
EXISTING SEWER

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

APPROVED TAPPING BANE
& BALL VALVE.
Water Connection by
Unitywater at Developets Expense. J 0123465 10m 15m 20m
a KEE EH I |
E DESIGNED K.N.C. ASSOCIATED CONSULTANTS CROCKER & ASSOCIATES PTY LID SANITARY DRAINAGE & WATER LAYOUT PLAN SCALE — AS SHOWN
D DRAWN A.C.W. CONSULTING CIVIL & PROPOSED RECONFIGURATION SHEET 3 OF 4 SHEETS
5 eo strucTURAL ENGINEERS | 29 CURRAWONG CRESCENT ONG. Re
7 [ac AES aRbOaYDORE: LOT. 373 P9315 PEREGIAN BEACH 21/8698-3
NDEX| DATE REVISION PH.(07)54432988 FAX.(07)54435157| for S. & K. DUNCAN A

 

 

 

 

 

 

Page 4

 

No. 525

blo

SEDIMENT & EROSION PLAN

 

 

 

 

 

 

 

 

 

 

 

 

 
 
   
  
  

 

COMPLY WITH REGULATIONS. CONTROL EROSION &
OBJECTIVE / TARGET SEDIMENT TRANSPORT DURING CONSTRUCTION
SITE FOREMAN TO INSPECT & PROVIDE CONTROL
5 MANAGEMENT STRATEGY | se acupes To PREVENT EROSION & SEDIMENT FLOWS
~3
TASKS / ACTIONS ERECT SEDIMENT BARRIERS & FENCES & CHECK DAMS
AROUND GULLY PITS AS SHOWN ON DRAWINGS,
PERFORMANCE INDICATORS| _ SITE FOREMAN TO CHECK EROSION & SEDIMENT FLOW
& CHECK DAMS AT GULLY PITS AFTER RAIN
FREQUENCEY / DEADLINE | SITEFOREMAN TO MONITOR AFTER ALL HEAVY RAIN
RESPONSIBLE PERSON CONTRACTOR &CONTRACTORS SITE FOREMAN,
ORGANISATION
REPORTING / REVIEW SITE WORKMEN TO ADVISE FOREMAN OF ANY
BARRIERS REQUIRING REPAIR.
SITE FOREMAN TO REPAIR CONTROLS & PROVIDE
CORRECTIVE ACTIONS EXTRA BARRIERS & CHECK DAMS AS REQUIRED
| WIRE OR STEEL MESH
/ XT
i | DISTURBED BED GEOTEXTILE

FILTER
FABRIC
DIRECTION OF FLOW

* “POSTS DRIVEN
0.6m INTO GROUND

/ | SEDIMENT FENCE

 

/ gl
3!
cg
/ ek
/ is 9
y ~“
Ji / _)
, / | CERTIFY THAT THE DETAILS SHOWN ON THIS
J DRAWING HAVE BEEN PREPARED UNDER MY
“7 SUPERVISION TO CONFORM WITH UNITYWATER
/ / & SCC POLICY & CURRENT BEST PRACTICE.

 

Q SIGNED: Z avo < hen
= DATED: OCTOBER 2021

 

INAME. OF SIGNATORY (PRINT): KEN CROCKER
R.P.E.Q. No. 638

 

 

 

 

hh,
* EROSION & SEDIMENT MANAGEMENT PLAN

SCALE: 1: 250 A3
012345 10m 15m 20m

 

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DESIGNED K.N.C. ASSOCIATED CONSULTANTS CROCKER & ASSOCIATES PTY LD EROSION & SEDIMENT MANAGEMENT PLAN SCALE AS SHOWN

 

 

 

DRAWN ACW. PROPOSED RECONFIGURATION SHEET 4 OF 4 SHEETS

 

 

CONSULTING CIVIL &

 

DATE __ SEPT. 2021 STRUCTURAL ENGINEERS 29 CURRAWONG CRESCENT DWE. No.

 

 

 

 

PID) o;o}m

rer 96, MAUD, STREET LOT. 373 P93115 PEREGIAN BEACH 71/8698-4

OCT.21_ | AMENDMENTS MAROOCHYDORE.

 

 

 

 

NOEX] DATE REVISION PH.(07)54432988 —-FAX.(07)54435157| for S. & K, DUNCAN i