civils · OPW22/0299

7                                                                                                      .3                                 .6
                                                60




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                33132.075 3317 2.2532
                                                                                                                                                                                                                                                                                                                                                                                                                 98                                                                    9.                                                                   29                                                                                                                      30                                                                                                                                    0.                                                                                                     3 1                               3 1                                                                                                               0                                                                                                                                                                                                                                                                          35
                                                                                                                                                                                                                                                                                                                                                                                                                .                                                                   2                                                                                                                                                                                                                                 . 41                                                                                               3                                                                                                                                                                                                                                                         2. 3
                                                                                                                                                                                                                                                                                                                                            Driveway




                                                                                                                                                                                                                                                                                                                                                                                                             28                                                                                                                                                                                                                                                                                                    30                                                                                                                                                                                                                                                                                                                                                          3                                                                                                                                                                                                                                                                                          T-Comms
                                                                                                                                                                                                                                                                                                      SLL 28.51                                                                                                                                                                                                       3010                                                                 T-Comms                                                                                                                                                            T-Comms                                                                                                                                                                                      32
                                                                                                                                                                                                                                                                                                          ≈IL27.46                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1                                                                                             MH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   3                                          MH                                                                                                                                                         7                                                                          5                                                                                                                                                                                                                                                                    .2                                                                              4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         16                                                                     54                         MH                                                                                                                    .0 07                                                                                                          41                                                                                .9                                                                           3                                                                                                                                                                                                                                                                    34                                    0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    ≈IL32.57                                        6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        .              ST                                                     9.                                                                                                                                                                                                                                                              0.                                                                                30                                                                        3 1.                                                                                                                                                                                                                                                                                                         .4                                       34.
                                                                                                                                                                                                                                                                                                                                                                                                         Top back kerb                                                             29         ST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            2                                                                                                                                                  30 30.                                                                                                     3                                                                                                                                                                                                                                                                                                                                                                                                                                                               34
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SW IL 29.05                                                                                                                                                                                                       SW IL 29.92                                                                                                                                                                                                                                                                                                              SW IL 31.44                                                                                                                                                                                                                             SW IL 32.61                                                                    SW IL 33.02

                                                                                                                                                                                                                                                                                                                                                                                                           Edge pavement                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    ST
                                                                                                                                                                                                                                                          ST S/water                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          ≈IL29.10                                                    S/water
                                                                                                                                                                                                                                                                    MH                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    MH
                                                                                                                                                                                               0




                                                                                                                 EXISTING FEATURES & EXTENTS OF WORKS
                                                                                                                                                                                               1.5




                                                                                                                                                        Scale




                                             Sheet
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     TO REMAIN




                                                                                                                                                                                               3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      TO REMAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     TO BE LOWERED)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      IS REQUIRED)




    2 of 7
                                                                                                            1:150
                                                                                     Drawing Number
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               O/H ELECTRICAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      EXISTING U/G TELSTRA




                                                                                                                                                                                               4.5
                                                                                                                                                                                               6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      TO BE LOWERED / RELOCATED




                                                                      21617-C002
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      (EXCEPT WHERE NEW MANHOLE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     (EXCEPT WHERE PORTION MAY NEED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     EXISTING U/G ASBESTOS 150Ø SEWER




    A
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      EXISTING U/G 300Ø STORMWATER




                                                                                                                                                                                               7.5m




                                                                                                            A1


                                             Revision
                                                                                                                                                        Sheet Size




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    NOT FOR CONSTRUCTION


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EXISTING SEWER MANHOLE TO REMAIN

 

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EXISTING UIG ASBESTOS SEWER ” ,
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EXISTING U/G ASBESTOS 1500 SEWER
TO REMAIN
| (EXCEPT WHERE PORTION MAY NEED
TO BE LOWERED)

|

 

 

 

 

EXISTING U/G TELSTRA
TO BE LOWERED / RELOCATED

   
   

Z
EXISTING UG PROPERTY WATER
\

 

 

"TO BE REPLACED WITH NEW DESIGN [7 sess
LL pc

 

|

 

 

   
 
  

   

EXISTING UIG 3002 STORMWATER
TO REMAIN
(EXCEPT WHERE NEW MANHOLE
_ |IS REQUIRED)

 

 

 

paved drying
courtyard

 

 

 

 

EXISTING SEWER MAINTENANCE.
‘SHAFT TO BE MODIFIED TO SUIT
NEW DESIGN

 

 

 

 

mh en en = Se an - rn = — SR an Hn Hn — Hn - an — — ern

 

 

 

Brick Units

 

0 18 3 45) 6] 75m

 

 

 

NOT FOR CONSTRUCTION

 

 

 

the agreement between TOD
Consulting Pty Ltd (tc) and tes

CONSTRUCTIONS

 

 

(eka lo
x | L
COPYRIGHT © ‘Associated Consultants Client Drawn Verified Project Drawing Title ‘Scale ‘Sheet Size
Tigi CHRIS CLOUT DESIGN| MARK BAIN TO D _ AR oR 24 KATHARINA ST & 10 NATASHA AVE EXISTING FEATURES & EXTENTS OF WORKS} 1-150 | A
ne ne NOOSA HEADS QLD 4567

 

client. This drawing shall only

 

be used for this specific project.

 

‘This drawing shall not be used
for construction until marked as

 

‘Issued For Construction’ in the

25.10.22

(OPW APPLICATION

DR

 

revision description,

 

 

Date

 

Revision Description

 

Drawn

 

 

 

 

engineers & project managers

Noosa: 07 5448 9600 Sunshine Coast: 07 5329 3180
PO Box 61, Noosaville, QLD 4566
[email protected] —_www.todconsulting.com
‘ABN 39 128 805 336

 

 

 

‘Approved
DOUG REYN
Signed

RPEQ No
2

RP DESCRIPTION — 2RP122801 & 195 RP92518
LOCAL AUTHORITY NOOSA SHIRE COUNCIL
MCU APPROVAL
ROL APPROVAL
25.10.22 | OPW APPROVAL

HORIZ DATUM LOCAL
VERT DATUM AHD
RLDATUM LOCAL

 

Drawing Number

21617-C002

 

 

MEASUREMENT BAR - INCREMENTS IN mm

 

‘Sheet

20f7

 

Revision

A