Skip to the record
Every meeting, every word.

Council archive · source document

opw16/0014 - Approved Plan

of 7

Check the original when the exact wording matters.

Plans and drawings: the text below has words only, no drawings.

Log in to see the plans as drawn
          -
   NOOSA COUNCIL
   APPROVED PLAN
OPW16/0014 4 MAR 2016


[OCR of page images]
 

 

     

NOTE: ALL TREES AND PALMS GREATER THAN
100mm DIAMETER AT BREAST HEIGHT ARE
LOCATED A MINIMUM 200mm FROM THE PATHWAY

 

LOT 3
GTP 1450

( General Notes )

1. DO NOT SCALE DRAWINGS.

2. IF ANY DIMENSIONS ARE SHOWN ON THIS DRAWING,
THEY ARE TO BE CONFIRMED WITH THE BUILDER
PRIOR TO PROJECT COMMENCEMENT.

 

 

 

 

 

 

 

B OPW RESPONSE 17.02.2016
ISSUE REVISION /ISSUE DATE J
—_———

 

CONSULTIN
INCORPORATING
Geo Structural & Geo Investigations
Ph: 5351 1011 or 5351 1555
Fax: 5351 1044
19/25 Quanda Road, Coolum Beach QLD 4573

 

Email: [email protected]

NY
(CLIENT: )
Lizie Clifton & Rowan Findlay
PROMECT:

Proposed Pathway to Residence
at Lot 3

Mitti Street
Noosa Heads QLD 4567

 

Drawn by Designed by

[one
Feb. 2016 C.H. CH.

 

 

a NOOSA COUNCIL
PATHWAY LAYOUT APPROVED PLAN

(Scale 1:100) OPW16/0014 4 MAR 2016

 

‘Seale Certified by

1:100 (A3)_ | C.Hoger RPEQ(15346)

 

SI Job Number

"5.01 $8500

 

 

lesue

 

 

 

BOARDWALK

 

 

B
—,

 

 
Full text of the other 6 pages

Page 2

          -
   NOOSA COUNCIL
   APPROVED PLAN
OPW16/0014 4 MAR 2016


[OCR of page images]
 

 

 

( LIVE LOADS +)

 

THIS FLOOR HAS BEEN DESIGNED
FOR THE FOLLOWING LOADINGS:

BOARDWALK: 2.00kPa, 1.80kN

 

 

 

 

 

 

 

\ J
( FLOORING +)
BOARDWALK: —
89mm x 19mm HWD
&
40x25mm HWD PAIRS
\ J

iG
oe
—_
“
Ee
LE
=
( DURABILITY NOTES )

   

 

WHERE THE TIMBER MEMBERS ARE ABOVE 150mm OF
THE FINISHED GROUND, SELECTED HARDWOOD 10 BE
ABOVE-GROUND DURABILITY CLASS 1 WITH ALL
SAPWOOD REMOVED (OR SAPWOOD TREATED TO H3).
DECKING BOARDS SHOULD BE ABOVE GROUND
DURABILITY CLASS 1 (SAPWOOD TREATED TO H3), OR
H3 PRESERVATIVE TREATED SOFTWOOD.

WHERE THE TIMBER MEMBERS ARE WITHIN 150mm OF
THE FINISHED GROUND, SELECTED HARDWOOD 10 BE
IN-GROUND DURABILITY CLASS 1 WITH ALL SAPWOOD
REMOVED (OR SAPWOOD TREATED TO H5). DECKING
BOARDS SHOULD BE ABOVE GROUND DURABILITY
CLASS 1 (SAPWOOD TREATED TO H3), OR H3
PRESERVATIVE TREATED SOFTWOOD.

ALL FIXINGS (SCREWS, NAILS, BOLTS, ETC) ARE 10 BE
STAINLESS OR MONEL STEEL.

ALL ENGINEERED TIMBER PRODUCTS USED IN EXTERNAL
ENVIRONMENTS ARE TO BE TREATED AND INSTALLED IN
ACCORDANCE WITH THE MANUFACTURER'S

 

NOTE:-
~ QAKL JOISTS ARE DJ1's U.N.O.

\

 

 

. PROVIDE JOIST TRIMMERS WITH
~\ THE SAME: SIZE/GRADE AS \IOISTS
\ ‘ \

 

PATHWAY FRAMING SCHEDULE

 

 

SPECIFICATIONS.
\

/

(Scale 1:100)

LOT 3
| GTP\1450

\

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

( DECK BEARER DETAILS NG General Notes )
AXING 1. DO NOT SCALE DRAWINGS.
MARK MEMBER GRADE | bETAIL 2. IF ANY DIMENSIONS ARE SHOWN ON THIS DRAWING,
THEY ARE TO BE CONFIRMED WITH THE BUILDER
PRIOR TO PROJECT COMMENCEMENT.
3. ALL FLOOR FRAMING WORK, JOINTS HOLD-DOWN,
_| - CONNECTIONS AND OTHER STRUCTURAL DETAILS NOT
oe! 150x75 FI4-HWD SPECIFICALLY NOTED ON THESE DRAWINGS, ARE TO
BE IN ACCORDANCE WITH ASI684~2010, "RESIDENTIAL
L _J || Twoer FRAMED CONSTRUCTION’, SECTION 4.
4, NOMINAL FIXING FOR TIMBER MEMBERS TO BE IN
f DECK JOIST DETAILS ON) J] ACCORDANCE WITH ASt684—2010.
5. ALL TMBER USED IN EXTERNAL CONDITIONS TO BE
IN ACCORDANCE WITH APPENDIX B, ASI684.2.
MARK MEMBER GRADE | SPACING | | N ACOORDANCE TH APPENDI: B, AS16642
6. TIMBER SHALL BE HANDLED AND STORED IN SUCH
A MANNER AS TO ALLOW FOR THEIR SATISFACTORY
but 15050 MAX. PERFORMANCE WHEN FABRICATED INTO THE BUILDING.
x 450 CRS | | SEE APPENDIX H, ASI684.2—2010 FOR FURTHER
F14—-HWD DETALS
bu2 150x50 3s
N SS
( TIMBER POST DETAILS >
MARK MEMBER GRADE
tpl 9100mm Fi4 - HWD
ae J

 

 

 

 

 

 

 

 

B OPW RESPONSE 17.02.2016
ISSUE REVISION /ISSUE DATE J
—_———

CONSULTING
INCORPORATING
Geo Structural & Geo Investigations
Ph: 5351 1011 or 5351 1555
Fax: 5351 1044
19/25 Quanda Road, Coolum Beach QLD 4573
Email: [email protected]
Ne
CLIENT:
Lizie Clifton & Rowan Findlay
PROJECT:
Proposed Pathway to Residence
at Lot 3

 

 

 

 

 

 

 

 

Mitti Street
Noosa Heads QLD 4567
vate Drawn by Designed by
Feb. 2016 C.H. CH.
NOOSA COUNCIL ons) | Coe ns
APPROVED PLAN 9-02 $8500
OPW16/0014 4 MAR 2016 BOARDWALK |B
—,

 

 

 

 

 

 

 

 

Page 3

          -
   NOOSA COUNCIL
   APPROVED PLAN
OPW16/0014 4 MAR 2016


[OCR of page images]
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

pn A
HANDRAILS FIXED TO NEWEL POSTS WITH DRESSED 45x90 KD HANDRAILS FIXED TO NEWEL POSTS WITH
TWO 100mm No. 14 TYPE 17 SCREWS F17 HWD HANDRAIL TWO 100mm No. 14 TYPE 17 SCREWS
o. DRESSED 90x90 KD DRESSED 90x90 KD l~g
F17 HWD NEWEL POST F17 HWD NEWEL POST
be oto HW DRESSED 45x90 KD <7
KICKBOARDS FIXED TO NEWL 40x25mm HWD PAIRS FI7 HWD KICKBOARD KICKBOARDS FIXED TO NEWL
—-~ POSTS WITH TWO SKEWED 100mm POSTS WITH TWO SKEWED 100mm
No. 14 TYPE 17 SCREWS, MIN No. 14 TYPE 17 SCREWS, MIN
NEWEL Post ok END vos 40mm EMBEDMENT INTO POST 40mm EMBEDMENT INTO POST Weve post eon, JOIST
e
I= IEE IP I< IPI Par IPI I= IPI I= eal IE=I IE
: y 1M12 BOLT THROUGH tp1, 1M12 BOLT THROUGH tpl, y ,
BEARER & NEWEL POST BEARER & NEWEL POST
MIN. 35mm MIN. 35mm 150x50 F14-HWD JOISTS FIXED TO MIN. 35mm MIN. 35mm
BEARERS WITH 2 SKEW NAILS.

 

 

 

 

 

 

PROVIDE TWO JOIST BLOCKING PIECES
OVER EACH BEARER.

tp1 SUB-FLOOR #100mm tp1 SUB-FLOOR #100mm
F14-HWD POST F14-HWD POST

PATHWAY ELEVATION

 

 

 

 

 

 

 

 

 
  
   
 
    
 

 

 

 

 

 

   
 
 
 
 
 
 
 
   

 

 

 

 

 

 

 

V (Scale 1:00 (A3 V
f csent: Lizzie Clifton & Rowan Findlay Job No: Y (cenerat NOTES: 4, NOMINAL FIXING FOR TMBER MEMBERS
. : TO BE IN ACCORDANCE WITH
PROJECT: Proposed Pathway to Residence at 1. DO NOT SCALE DRAWINGS. AS1684-2010.
Lot 3 Mitti Street $8500 2. IF ANY DIMENSIONS ARE SHOWN ON 5. ALL TIMBER USED IN EXTERNAL
= THIS DRAWING, THEY ARE TO BE CONDITIONS TO BE IN ACCORDANCE WITH
Noosa Neads QLD 4567 CONFIRMED WITH THE BUILDER PRIOR TO APPENDIX B, AS1684.2.
PROJECT COMMENCEMENT.
CON SU LTI N 3. ALL FLOOR FRAMING WORK, JOINTS CORED Ty RUC MANNER AS TO
. q STORED IN SUCH A MANNER AS TO
INCORPORATING HOLD-DOWN, CONNECTIONS AND OTHER ALLOW FOR THEIR SATISFACTORY NOOSA COUNCIL
oe Designed By Sheet STRUCTURAL DETAILS NOT SPECIFICALLY PERFORMANCE WHEN FABRICATED INTO
Geo Structural & Geo Investigations C.Hoger RPEQ (15346) 5-03 NOTED ON THESE DRAWINGS, ARE 10 BE THE BUILDING. SEE APPENDIX H,
Ph: 5351 1011 or 5351 1555 cain cm IN ACCORDANCE WITH AS1684—2010, ‘AS1684.2-2010 FOR FURTHER DETAILS. APPROVED PLAN
Fax: 5351 1044 : "RESIDENTIAL TIMBER FRAMED
as CH. 1:10 (A3) 8 OPW RESPONSE [17.02.2016) | cosTRUCTION", SECTION 4. OPW16/0014 4MAR 2016
19/25 Quanda Road, Coolum Beach QLD 4573 Drawn By Date
Email: [email protected] wy CH. Feb. 2016 ISSUE ISSUE / REASON DATE )

 

 

 

 

 

 

 

 

 

 

Page 4

          -
   NOOSA COUNCIL
   APPROVED PLAN
OPW16/0014 4 MAR 2016


[OCR of page images]
 

 

 

NOOSA COUNCIL
APPROVED PLAN
OPW16/0014 4 MAR 2016

 

 

 

SHADED AREA REPRESENTS ALLOWABLE VERTICAL RANGE OF PATHWAY
FINISHED LEVEL. UPPER EXTENT REPRESENTS 900mm ABOVE GROUND
LEVEL ON DOWNSLOPE SIDE OF PATHWAY. LOWER EXTENT REPRESENTS
150mm ABOVE GROUND LEVEL ON UPSLOPE SIDE OF PATHWAY.

   

I |
RAMP, PATHWAY TO MEET GROUND LEVEL
EACH'END. REFER TO DURABILITY NOTES.

 

 

RL 99.0 -T ooo oP ToT Irrrr So TPLIIIIIIIIIIIIRE 77.0
ee ae ee ee eS ee eee tts
eee eerste eeeeeereee trees eee eee eens Seereeeeeenn On

“LINE REPRESENTING GROUND LEVEL! tsCti‘“C*~S*S

ON UPSLOPE SIDE OF PATHWAY

ON DOWNSLOPE SIDE OF PATHWAY FINISHED PATHWAY LEVELS

 

POST
NOTATION

LONG SECTION CONTINUED —————_>
ON SHEET 5-04

 

PATHWAY
GRADE
1:5 [V:H]

PATHWAY
GRADE
1:12 [V:H]

PATHWAY
GRADE
1:12 [V:H]

PATHWAY
GRADE
1:30 [V:H]

PATHWAY
GRADE
1:30 [V:H]

PATHWAY
LEVEL

 

GROUND
LEVEL
UPSLOPE

 

GROUND
LEVEL
DOWNSLOPE

 

96.446 —| —96-865- + 96.865 [pi] - — — — — —
96.779 —| —97029- 1 97.355 —| po} -— — — —
96.899 —| —97482— | 97513 —| p3—)-— — — — — —
96.986 —| —o736- | 97.665 —) pa) — — — —
96.978 —| —97.253- | 97.697 —| ps) -— — — —
96.829 —[ —9F5t 97.561 —| po] — — — —

 

 

 

 

 

 

 

 

 

 

 

 

 

PATHWAY CHAINAGE & LONGITUDINAL SECTION - PART A
(Scale 1:50 (A3

 

( General Notes )

 

1. DO NOT SCALE DRAWINGS.

2. IF ANY DIMENSIONS ARE SHOWN ON THIS DRAWING,
THEY ARE TO BE CONFIRMED WITH THE BUILDER
PRIOR TO PROJECT COMMENCEMENT.

 

 

 

 

 

 

B OPW RESPONSE 17.02.2016
ISSUE REVISION /ISSUE DATE J
—_———

 

CONSULTIN
INCORPORATING
Geo Structural & Geo Investigations
Ph: 5351 1011 or 5351 1555
Fax: 5351 1044
19/25 Quanda Road, Coolum Beach QLD 4573

 

Email: [email protected]
NY
(CLIENT: )
Lizie Clifton & Rowan Findlay
PROJECT:

Proposed Pathway to Residence
at Lot 3

 

 

 

 

 

 

 

 

Mitti Street
Noosa Heads QLD 4567
(rae Drawn by Oesigned by
Feb. 2016 C.H. CH.
“7:50 (3) | "C-Hoger RPEQ(15346)
5-04 $8500
BOARDWALK B
—,

 

 

 

Page 5

          -
   NOOSA COUNCIL
   APPROVED PLAN
OPW16/0014 4 MAR 2016


[OCR of page images]
 

 

 

NOOSA COUNCIL
APPROVED PLAN
OPW16/0014 4 MAR 2016

SHADED AREA REPRESENTS ALLOWABLE VERTICAL RANGE OF PATHWAY
FINISHED LEVEL. UPPER EXTENT REPRESENTS 900mm ABOVE GROUND
LEVEL ON DOWNSLOPE SIDE OF PATHWAY. LOWER EXTENT REPRESENTS
150mm ABOVE GROUND LEVEL ON UPSLOPE SIDE OF PATHWAY.

  
 
 
 
 

 

( General Notes )

 

 

 

 
 
    
    

RAMP PATHWAY TO MEET GROUND LEVEL
EACH END. REFER TO DURABILITY NOTES.

 

 

 

 

 

 

 

 

 

UNE REPRESENTING GROUND LVL t“‘ CésSS*<‘<‘“‘Sé;CS;S;*S*;<‘s;é<‘<«<S SS ~LNETREPRESENTING GROUND LEVEL |

ON DOWNSLOPE SIDE OF PATHWAY ON UPSLOPE SIDE OF PATHWAY

 
   

  

HEAVY LINE REPRESENTS PROPOSED
FINISHED, PATHWAY LEVELS

 

POST
NOTATION

<———_ LONG SECTION CONTINUED
ON SHEET 5-03

 

PATHWAY
GRADE
1:30 [V:H]

PATHWAY
GRADE
1:6 [V:H]

PATHWAY
GRADE
1:6 [V:H]

PATHWAY
GRADE
1:6 [V:H]

PATHWAY
GRADE
1:10 [V:H]

GROUND
LEVEL
UPSLOPE

 

GROUND
LEVEL
UPSLOPE

 

GROUND
LEVEL
DOWNSLOPE

 

 

F 96.829 —| —9745t- | 97.561 | PO] -— — — — — —
96.736 —| —o7a74— | 97.497 —| pv} — — — —
96.94 —| —97:524— | 97.852 —| -pPa—| —

(97.334 —| —97e8t- - saz —| p9—| — — — — — —
97.682 —| —98185— | 98526 —| Pio} — — — —
97.682 —| —98327- + 98327 —| PIL} — — — — — —

 

 

 

 

 

 

 

 

 

 

 

 

PATHWAY CHAINAGE & LONGITUDINAL SECTION - PART B
(Scale 1:50 (A3

 

1. DO NOT SCALE DRAWINGS.

2. IF ANY DIMENSIONS ARE SHOWN ON THIS DRAWING,
THEY ARE TO BE CONFIRMED WITH THE BUILDER
PRIOR TO PROJECT COMMENCEMENT.

 

 

 

 

 

 

B OPW RESPONSE 17.02.2016
ISSUE REVISION /ISSUE DATE J
—_———

 

CONSULTIN
INCORPORATING
Geo Structural & Geo Investigations
Ph: 5351 1011 or 5351 1555
Fax: 5351 1044
19/25 Quanda Road, Coolum Beach QLD 4573

 

Email: [email protected]
NY
(CLIENT: )
Lizie Clifton & Rowan Findlay
PROJECT:

Proposed Pathway to Residence

at Lot 3

 

 

 

 

 

 

 

 

Mitti Street
Noosa Heads QLD 4567
(rae Drawn by Oesigned by
Feb. 2016 C.H. CH.
“7:50 (A3) |" Hoger RPEQ(15346)
5-05 $8500
BOARDWALK B
—,

 

 

 

Page 6

          -
   NOOSA COUNCIL
   APPROVED PLAN
OPW16/0014 4 MAR 2016


[OCR of page images]
 

 

   
   
   

LED ROPE LIGHT FIXED TO UNDERSIDE
OF BOARDWALK FROM START TO FINISH

LED ROPE LIGHT FIXED TO UNDERSIDE
OF BOARDWALK FROM START TO FINISH

12V LED GARDEN SPIKE LIGHTS POSITIONED ON BOTH SIDES
OF THE BOARDWALK EVERY 2.5m, CONTROLLED BY SENSOR

LIGHTING PLAN

(Scale 1:100)

NOTE - THIS PLAN REPRESENTS THE
PROPOSED LIGHTING TO THE
PATHWAY. ALL ELECTRICAL DETAILS
(WIRING, LIGHT SELECTION &
INSTALLATION DETAILS) BY OTHERS.

LOT 3
GTP 1450

( General Notes )

 

1. DO NOT SCALE DRAWINGS.

2. IF ANY DIMENSIONS ARE SHOWN ON THIS DRAWING,
THEY ARE TO BE CONFIRMED WITH THE BUILDER
PRIOR TO PROJECT COMMENCEMENT.

3. ALL FLOOR FRAMING WORK, JOINTS HOLD-DOWN,
CONNECTIONS AND OTHER STRUCTURAL DETAILS NOT
SPECIFICALLY NOTED ON THESE DRAWINGS, ARE TO
BE IN ACCORDANCE WITH AS1684—2010, "RESIDENTIAL
TIMBER FRAMED CONSTRUCTION”, SECTION 4.

4. NOMINAL FIXING FOR TIMBER MEMBERS TO BE IN
ACCORDANCE WITH AS1684—2010.

5. ALL TIMBER USED IN EXTERNAL CONDITIONS TO BE
IN ACCORDANCE WITH APPENDIX B, AS1684.2.

6. TIMBER SHALL BE HANDLED AND STORED IN SUCH
‘A MANNER AS TO ALLOW FOR THEIR SATISFACTORY
PERFORMANCE WHEN FABRICATED INTO THE BUILDING.
SEE APPENDIX H, AS1684.2—2010 FOR FURTHER:
DETAILS

 

 

B OPW RESPONSE 17.02.2016
ISSUE REVISION /ISSUE DATE J

 

 

 

 

CONSULTIN
INCORPORATING

Geo Structural & Geo Investigations
Ph: 5351 1011 or 5351 1555
Fax: 5351 1044
19/25 Quanda Road, Coolum Beach QLD 4573
Email: [email protected]

Ne
f CLIENT: )

Lizie Clifton & Rowan Findlay
PROJECT:

Proposed Pathway to Residence
at Lot 3

Mitt Street

Noosa Heads QLD 4567

 

 

 

 

 

 

 

 

 

 

 

 

 

 

vate Drawn by Designed by
Feb.2016 | CH. | CH.
NOOSA COUNCIL ‘i 00 (A3) Cioge RPEQ(15346)
APPROVED PLAN 5-06 $8500
OPW16/0014 4 MAR 2016 BOARDWALK B
—,

 

 

 

Page 7

          -
   NOOSA COUNCIL
   APPROVED PLAN
OPW16/0014 4 MAR 2016


[OCR of page images]
 

 

 

Recommended Bearing Material:

Medium Dense Silty SANDS

 

 

Site Classification:

P - "Poor Bearing Capacities"
Reactivity Equivalent to Class "S"
Foundations have been designed for
reduced bearing capacities.

 

i
uy
~
wo
Ee
&
=

 

PATHWAY FOUNDATION DETAILS

 

(Scale 1:100)

 

 

 

 

 

 

 

 

 

 

 

 

SET TIMBER POST A MIN.
TIMBER POST 400mm INTO PAD FOOTING
AS SPECIFIED PROVIDE 1st POUR PUNCHING
PAD, MIN 100mm THICK
FINISHED GROUND
TAKA SARA
RRRRRRARRX RRRRCRRRCRRR
RRORR BIR YR RRR RY,
KESSSASS SSS 4 FIYSSMSYSISSSE
ESSISSSSAYYYY , SY SY Mrw~»>
KKK KKKQKKKKKKAQKQK
S SEIS hss KARE
RRRRRRAR RZ RRRRCRRRCRRRe
RRRRRO ARE SRNL RRR RR
DNX NERS WANN,
SSOSSEISSS EKRiDSISISISISISISSAS
QRRRRRRERRX RRRRRRRR RR
KN LANNE
KKK, KY RKEXKKKKRKQQRQR
DOWD PA SY
LOLELGGR RRQ QO
RIKI SAN
RIN AIR AN,
QR QR Qe LER Q ‘ ‘ g
INS IESISISISISIIIWSIVISIISISAAISSSS
RRR Isa WARN,
DDOQOXRNLONNLNONORYY LYNN
LEQGCRQRGQREQR QOQRQORQRQGRRR
RX RRR RRR RRR RR RRR
RRR RRR ORR RR
LYONS NANN SLND QONNDNNNNDONDNNNOONYE
LORRI OR LORI, ROR ORR.
EKAKKKAKKARSE CFTR
SS SS SS SS SS SS SSS
RRARRKIARAARREAIRRAIR RAIN ICR
Re RRR RRR RRR}

RRR RRR RC.

PF1 - PAD FOOTING

SECTION
Scale 1:20

   
    

  

LOT 3

GTP

1450

( General Notes )

 

1. DO NOT SCALE DRAWINGS.

2. IF ANY DIMENSIONS ARE SHOWN ON THIS
DRAWING, THEY ARE TO BE CONFIRMED WITH THE
BUILDER PRIOR TO PROJECT COMMENCEMENT.

3. CONCRETE DETAILS: — N20 AFTER 28 DAYS WITH
A NOMINAL AGGREGATE SIZE OF 20mm. THE SLUMP
SHOULD BE NO MORE THAN 100mm. ALL CONCRETE
PLACED IS TO BE VBRATED TO REMOVE ENTRAPPED
AR.

4, TERMITE PROTECTION: - THIS BUILDING IS TO BE
PROTECTED FROM SUB—TERRANEAN TERMITES IN
ACCORDANCE WITH THE BUILDING CODE OF
AUSTRALIA AND THE RELEVANT AUSTRALIAN
‘STANDARD.

‘5. THE FINISHED GROUND LEVEL IS TO BE SLOPED
SUCH THAT WATER IS NOT ALLOWED TO POND NEAR
THE FOUNDATIONS. A POSITIVE GRADIENT IS TO BE
MAINTAINED ACROSS THE BUILDING AREA.

 

 

B OPW RESPONSE 17.02.2016

 

 

 

ISSUE REVISION /ISSUE DATE J

GEO)

CONSULTING

INCORPORATING

Geo Structural & Geo Investigations
Ph: 5351 1011 or 5351 1555
Fax: 5351 1044
19/25 Quanda Road, Coolum Beach QLD 4573
Email: [email protected]

Ne
f CLIENT: )

Lizie Clifton & Rowan Findlay
PROJECT:

Proposed Pathway to Residence
at Lot 3

 

 

 

Mitti Street
Noosa Heads QLD 4567
(rae Drawn by Oesigned by
Feb, 2016 C.H. C.H.

 

 

 

NOOSA COUNCIL
APPROVED PLAN
OPW16/0014 4 MAR 2016

 

Certified by

7100 (3) | CHoger RPEQ(15346)

 

Job Number

"5-07 $8500

 

 

lesue

BOARDWALK

wo

 

 

 

 

 

 

 

Used in these records

About this file

File size
1.2 MB (small file)
File type
PDF

No other editions are linked here.

Original file

Log in to download the original file

opw16_0014 - Approved Plan.PDF · 1.2 MB (small file)

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.